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2023-05-11 Council Agenda Packet
Corcoran City Council Agenda May 11, 2023 - 7:00 pm c.Zoning Ordinance Amendment – Non-conforming Expansion Discussion* a.Hackamore Road Improvements and Purchase of Real Estate and Personal Property 1.Call to Order / Roll Call 2.Pledge of Allegiance 3.Agenda Approval 4.Commission Representatives* 5.Open Forum – Public Comment Opportunity 6.Presentations/Recognitions a.Resolution Recognizing National Police Week* 7.Consent Agenda a.2023-02-23 Draft Work Session and Regular Council Minutes* b.2022 Draft Work Session and Regular Council Minutes September and October 2022* c.Financial Claims* d.Agriculture Preserve – Scherber* e.2023 Fee Schedule Amendment* f.Resolution 2023-43 Gambling Permit – Rocky Mountain Elk Foundation-North Star Chapter* g.Approving Sound Waiver Permit-Corcoran Country Daze* h.Approving Sound Waiver Permit-Corcoran Lions* i.Invasive Species Removal – DNR Agreement* 8.Planning Business -- Public Comment Opportunity a.Cook Lake Highland PUD Amendment* b.Rush Creek Reserve 3rd Addition Final Plat and Final PUD* i.Public Hearing: Rush Creek Reserve 3rd Addition Easement Vacation* 9.Unfinished Business – Public Comment Opportunity a.Logo Approach and Staff Process for Logo* b.Financial Gurarantee Policy* 10.New Business – Public Comment Opportunity a.Fund Transfers* 11.Staff Reports 12.Closed Sessions b.Sale of Property – 35-119-23-42-0035 c.Attorney Client Privilege – Threatened Litigation 13.New Business Continued b.Implementation of Policy Discussion 14.2023 City Council Schedule* 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. 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: 880 7230 1590 Press *9 to speak during the Public Comment Sections in the meeting. Video Link and Instructions: https://us02web.zoom.us/j/88072301590 visit http://www.zoom.us and enter Meeting ID: 880 7230 1590 Participants can utilize the Raise Hand function to be recognized to speak during the Public Comment sections in the meeting. Participant video feeds will be muted. In-person comments will be received first, with the hybrid electronic means option following. For more information on options to provide public comment visit: www.corcoranmn.gov * STAFF REPORT Agenda Item: 4. Summary The advisory commission representatives for the May 11, 2023, Council meeting are as follows: • Planning Commission: Corrine Brummond • Parks and Trails Commission: Judy Strehler Financial/Budget N/A Council Action N/A Attachments N/A Council Meeting: May 11, 2023 Prepared By: Topic: Action Required Informational STAFF REPORT Agenda Item: 6a. Council Meeting: May 11, 2023 Prepared By: Jessica Beise Topic: National Police Week – May 14-20, 2023 Action Required: Approval Summary National Police Week is scheduled for May 14-20, 2023, and is an opportunity to recognize and honor Police Department Staff for their dedication and service. National Public Works Week is scheduled for May 21-27, 2023 and will be scheduled accordingly at a future Council meeting. National Public Service was observed the week, May 7-13, 2023, administrative staff within the City were recognized and honored for their service to the City of Corcoran. Administrative staff includes areas of administration, clerk, finance, parks and recreation, and planning. Financial/Budget N/A Options 1.Approve Resolution 2023-44 Recognizing National Police Week and Police Department Staff. 2.Decline Resolution 2023-44 Recognizing National Police Week and Police Department Staff. Recommendation Approve Resolution 2023-44 as presented. Council Action Consider a motion to approve Resolution 2023-44 Recognizing National Police Week and Honoring Police Department Staff. Attachments 1.Resolution 2023-44 Recognizing National Police Week and Police Department Staff. City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-44 Page 1 of 1 Motion By: Seconded By: A RESOLUTION RECOGNIZING NATIONAL POLICE WEEK AND POLICE DEPARTMENT STAFF WHEREAS, the City of Corcoran finds it important to recognize the work of the City’s police department; and WHEREAS, National Police Week is May 14-20, 2023; and WHEREAS, as part of National Police Week, efforts are recognized within the City’s police department staff and includes areas of public safety administration, detective, police officers, community service officers, and reserve officers; and WHEREAS, the City recognizes the efforts made enacting the City’s vision and goals while providing protection for the residents of Corcoran, excellent enforcement of Federal and State Statutes and Corcoran City Code, and dedicated community service; and WHEREAS, the City of Corcoran recognizes the time, energy, and dedication, provided by the City’s police department. NOW, THEREFORE BE IT RESOLVED, by the City of Corcoran, the City Council hereby honors police department staff and recognizes National Police Week. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 11th day of May, 2023. ________________________________ Tom McKee -- Mayor ATTEST: City Seal ____________________________________ Michelle Friedrich – City Clerk STAFF REPORT Agenda Item: 7a. Council Meeting: May 11, 2023 Prepared By: Michelle Friedrich Topic: Draft Council Work Session Minutes – February 23, 2023 Draft Council Minutes – February 23, 2023 Action Required: Informational Summary Draft Minutes for the Council Work Session and Minutes for the Council Meeting for February 23, 2023, were moved from the April 27 Council meeting to the May 11 Council meeting for review. CITY OF CORCORAN 1 City Council Work Session Minutes February 23, 2023 – 5:30 pm The Corcoran City Council met on February 23, 2023, in Corcoran, Minnesota. The City Council work session 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 Nichols, Councilor Schultz, and Councilor Vehrenkamp were present. City Administrator Beise, Finance Manager Ung, Planner Davis McKeown, Public Works Director Mattson, and Director of Public Safety Gottschalk were present. 1.Call to Order / Roll Call Mayor McKee called the work session to order at 5:30 pm. 2.Cook Lake Highlands PUD Amendment City Planner Lindahl reviewed the applicant’s request for the work session discussion of potential PUD amendment to the cook Lake Highlands PUD that was approved in 2021, with final approval granted last spring. City Planner Lindahl noted the applicant has indicated the market has changed and would like to amend the plan. City Planner noted both Beth Hustad and Steph Griffin are available to talk about the amendment. City Planner Lindahl noted the addition of the Ebert property on the west side. City Planner Lindahl reviewed the daycare facility is in progress and been working on building permits and shown construction this spring on the corner at the entrance to the project. City Planner Lindahl reviewed the applicant would like to change the 19 villa homes proposed in the northwest corner of the site to rental units, and reviewed the United properties Applewood Point co-op unit properties would like to change the structure to a 145-unit apartment building, with the footprint height on the project remaining the same. City Planner Lindahl noted it is the internal walls that change the result in the added units. City Planner Lindahl reviewed the assisted living facility next to the daycare is no longer interested, and the applicant is asking to do 12 single-family rental units on that parcel, and then add the three-acre property to the west and add 19 single-family homes as rental units. City Planner Lindahl noted the property to the west is guided and zoned mixed residential which is the same as the underlying zoning on the Cook Lake PUD, and the plan includes 101.8 acres of HOA maintained open space along County Road 10 and noted it is a new addition with the rental component. City Planner Lindahl noted the rental component is an important part of the rental single-family concept. City Planner Lindahl reviewed the proposed plan and the new plan north of Brockton Lane and noted no physical changes on the site, however, the types of units included in the new plan are significant changes in the southwest corner of the site. City Planner Lindahl reviewed the density with the change is still within the allowed density range, at about 8 units an acre where eight to 10 is required, so a comprehensive plan amendment is not required. City Planner Lindahl reviewed the lot standards requested for the rental homes are smaller than the homes that are on the cul de sac, and those are proposed with 32-foot-wide lots with five-foot side yard setbacks. City Planner Lindahl reviewed the approval was 50-foot-wide lots with that same five-foot setback. City Planner Lindahl noted the HOA maintained open space, indicated the new property addition has not had a wetland delineation completed and noted the City would need to get a wetland delineation and determine whether that in fact is all upland. City Planner Lindahl noted that access to the single-family homes would be via a private drive, and Council would need to discuss parking if inclined to support the private drive. City Planner Lindahl outlined the question for Council is currently the city ordinance does not prohibit someone from renting a single-family home. City Planner Lindahl noted the City is working on a rental housing ordinance, and the draft ordinance allows an option for a special exemption for planned communities like this. City Planner Lindahl noted planned rental communities are different than the developer coming in and buying houses, for example like in a college town. City Planner noted the community would have planned maintenance and an owner that maintains all properties. City Planner Lindahl referenced the developer is the same developer in the Edgewater project in Maple Grove. Council and staff discussed original zoning before PUD approval allowed apartments and earlier sketch plans. City Planner Lindahl noted apartments are a permitted use in the RMF-2 zoning district. Council discussed the added 45 units and additional traffic. City Planner Lindahl Agenda Item: 7a1. noted with the addition of the Ebert property a preliminary platted would need to be completed. Council and staff discussed the changes, non-support of 32-foot lots on a major road, and density requirements with new request. Council discussed crime statistics, PUD amendments, and existing infrastructure on the project. Council and applicant reviewed amenities, underground parking with the apartment rental building, age demographics for the development. 3. Unscheduled Items No unscheduled business was heard. 4. Adjournment MOTION: made by Bottema, seconded by Vehrenkamp to adjourn. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) Meeting adjourned at 6:47 pm. ________________________________ Michelle Friedrich – City Clerk 1 CITY OF CORCORAN City Council Minutes February 23, 2023 – 7:00 pm The Corcoran City Council met on February 23, 2023, 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, Councilor Schultz, and Councilor Vehrenkamp were present. City Administrator Beise, City Clerk Friedrich, Planner McKeown, Public Works Director Mattson, and City Planner Lindahl were present. 1.Call to Order/Roll Call Mayor McKee called the meeting to order at 7:00 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 Beise noted items 6a-b, will need to be moved to a future Council meeting, item 8b, Concept Sketch Plan for Amira Village, was removed per applicant request, and request was made by applicant to table item 10a, to a future Council meeting. City Administrator Beise noted the addition of item 11b, a water infrastructure bonding bill update, and 11c, Hackamore Road Improvement Project. City Administrator Beise noted Minutes were emailed to Council with copies included on the dais and added to the agenda. MOTION: made by Schultz, seconded by Vehrenkamp to approve the agenda as modified. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) 4.Commission Representatives Mayor McKee noted Planning Commissioner Van den Einde and Parks and Trails Commissioner Nybo were present via electronic means. 5.Open Forum (Public Comment Opportunity) Mayor McKee invited residents to communicate in-person or telephonically during Open Forum for items not included on the agenda. City Administrator Beise explained the instructions to participate in the meeting via the Zoom video format and reviewed instructions for participation in the meeting through telephone or computer. No persons participated in the public comment opportunity. 6.Presentations/Recognitions a.Resolution 2023-16 Honoring Parks and Trails Commissioner Sharon Meister Moved to March 9, 2023, Council meeting. b.Resolution 2023-17 Honoring Planning Commissioner Jim Shoulak Moved to March 9, 2023, Council meeting. 7.Consent Agenda a.2023-01-26 Draft Council Work Session Minutes b.2023-01-26 Draft Council Minutes c.Financial Claims d.Temporary Liquor License – Lions Park June 2-4, 2023 e.Schedule Work Session March 9, 2023 – Pedestrian Crossing Policy f.Accepting Commission Resignations and Appointment Process Agenda Item: 7a2. 2 g. Resolution 2023-14 Accepting Donation – Sports Star Photography Council requested item 7g., be pulled for discussion and comment. MOTION: made by Nichols, seconded by Schultz to approve agenda items 7a-f as presented. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) Council discussed item 7g, Donation by Sports Star Photography and requested more information regarding vendors the City utilizes and the vendor issuing donations back to the City. City Administrator Beise noted the photography service provided is for parks and recreation programs for pictures, and noted other photography vendors utilize the same process. City Administrator Beise noted the donation is based on the gross dollar amount of pictures sold to participants within the program. Council inquired on multiple vendors and how the decision is made in which vendor to utilize. City Administrator Beise noted vendor selection involves pricing, customer service provided, and what products are offered. City Administrator Beise noted the donations go back directly to support the program. Council tabling the item to later in the meeting. Council discussed the preferred vendor receives access to the family names within the program, and inherently the City acts as the authoritative power to the vendor or company with that access. Council discussed not accepting the donation due to conflict of interest, and requesting vendors offer a discount to the families that are purchasing the pictures rather than the program benefiting from parents purchasing pictures. MOTION: made by McKee, seconded by Schultz to table Consent Agenda item 7g, until April to allow staff time to gather additional information and review alternate options. Council discussed a motion to not accept the donation to avoid additional staff time and work, and briefly discussed city-accepted donations. Council made a friendly amendment to the Motion to table Consent Agenda item 7g, until April to allow staff time to gather additional information and review alternate options to incorporate the end user with a discount, Schultz seconded the friendly amendment to the Motion. Voting Aye: McKee, Nichols, Schultz, and Vehrenkamp Nay: Bottema (Motion carried 4:1) 8. Planning Business (Public Comment Opportunity) Mayor McKee invited residents to communicate in-person or telephonically during the public comment opportunity for Planning Business for items 8a and 8c. City Administrator Beise explained the instructions to participate in the meeting via the Zoom video format and reviewed instructions for participation in the meeting through telephone or computer. No persons participated in the public comment opportunity. a. Concept Sketch Plan – Kariniemi City Planner Lindahl reviewed the sketch for Kariniemi Meadows at 23185 County Road 10, and noted the sketch plan is for an outlot that was plotted previously as part of Karaniemi Meadows with the addition of another parcel. City Planner Lindahl reviewed Kariniemi Meadows as a nine-lot subdivision with one large outlot. City Planner Lindahl noted the applicant is now reviewing the outlot, which is roughly a 40-acre parcel on Larson Road that would combine, and are proposing three commercial lots, eight residential lots, and two outlots which does work with the open space preservation plat math. City Planner Lindahl noted with regard to the open space preservation plat, the Outlot A that was platted with Karaniemi Meadows had four development rights and noted the Wicht property to the south has four development rights, they would use three for the commercial with a resulting eight for the open space preservation plat on Larson. City Planner Lindahl noted in this concept the commercial lots wrap around the Public Works facility with one lot on the north side, and a flag log directly north and east of the Public Works facility and noted currently the lot does not meet the minimum frontage requirements for the commercial district, the third lot is south of Public Works and applicant would request a comprehensive plan amendment to re-guide the lots from rural ag to rural service commercial, and rezone from rural residential to rural commercial, similar to the zoning on County Road 19 and County Road 19 for the properties with the property on Larson slated as open space preservation plat, and does comply with code, however, the open space preservation plat as it is written, indicates 50 percent of the open space must be buildable. City Planner Lindahl noted buildable per code is different than developable and code indicates buildable does not deduct floodplain and this project is the first project where there is a large area of floodplain. City Planner Lindahl noted the significance is the open space area contains very little upland outside of the floodplain but continued in shoreland it’s still open 3 space with 50 percent of the land, which does comply with the code as it is written. City Planner Lindahl noted on the current concept plan using developable verbiage to reflect the same parameters in the rest of the subdivision and zoning ordinances. City Planner Lindahl reviewed Outlot B along County Road 10 on the west side of the creek, noting code does not allow unbuildable outlots, and noted the outlot would need to be part of Outlot A or part of Lot 9. City Planner Lindahl reviewed the challenges of combining Outlot A and Lot 9 as a trail would then go through that parcel or lot, and noted the larger lot size would be a benefit to the non-conforming structures on the lot. City Planner Lindahl noted the County transportation policy, and engineers’ memos regarding improvements required on Larson Road, and limited access points on the County Road. City Planner Lindahl noted Parks and Trails Commission recommended to Council last year, and Council supported the recommendation regarding an existing trail, and a trail dedication upon commercial property development. City Planner Lindahl noted the trail was not taken when the plat was recorded because Public Works and Parks and Trails Commission wanted to walk the site with landowner to locate the dedicated trail location, and was approved as a moan or wood chip trail, but further determination was necessary to work with the plan that would follow what was approved and then continue south along the north side of the creek out to County Road 19. City Planner Lindahl noted the location of the trail on the north and east/west section where a commercial connection to 19 will occur would be sent back to Parks and Trails Commission to review. City Planner Lindahl noted Council comments are advisory, but applicant appreciates as much feedback as Council can provide. Council and staff discussed Outlot A and reviewed buildable estimates at 40.9 acres, with usable space as defined by code at 34 acres, which subtracts the wetland and creek at 6 acres, and area below the flood plain is 19.5 acres, so roughly 25.5 of the 40 acres are not buildable. City Planner Lindahl specified 32.4 acres of open space are required to be preserved. Council asked to hear from the applicant and applicant was experiencing technical difficulties. Technical difficulties continued. MOTION: made by Bottema, seconded by Nichols to table item until applicant can be available to review project and answer questions. Council noted a specific timeframe to reschedule item, and also commented on sharing Council thoughts, noting there are some discussion points that need to be addressed. Councilor Bottema withdrew his Motion. Motion fails for lack of withdrawn second Motion, and lack of Council vote. Council noted requesting applicants appear in person when a concept plan is being presented. Nate Kariniemi, applicant, apologized for the technical difficulties and noted City Planner Lindahl has laid out the specifics of the concept plan. Mr. Kariniemi requested Council feedback regarding the open space ratio and indicated the County would consider access to County Road 19, but wanted to understand what the city’s viewpoint would be, and use of the parcel for commercial and residential so a decision would be based on daily traffic demands. Council asked applicant how Outlot A would redevelop in the future when municipal services are available. Mr. Kariniemi noted it would depend on what City code is, and is likely very far into the future, and does not have any proposed ideas at this time. Council inquired why the outlot has to be the size that it is and noted making the commercial lots larger. City Planner Lindahl responded the outlot is tied to the eight residential lots on the south. Council noted definition of buildable and developable will likely be amended for consistency. MOTION: made by Bottema, seconded by Vehrenkamp, to amend the definition of buildable and developable for consistency with code. City Administrator Beise requested a prioritization direction from Council for the code definition change. Council requested to include the definition change at clean up time. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) Council noted the big discussion topics include the three commercial lots, zoning changes, access by Public Works, eight residential lots, and trail. Council noted declining shared access with the Public Works driveway. Council discussed commercial zoning changes with the eight residential homes as a buffer, with commercial lot 3 as an actual single access point, if Hennepin County allows it the only concern would be that the traffic or access point does not affect the home directly across the street, and noted traffic lights and sight lines to the residential property. Council discussed park dedication requirement for land with the currently zoned property, and noted the desire to have additional trails, noted the creek in the area, and the possibility of obtaining a little more high-quality park land. Council questioned how much land would the City 4 be able to obtain, if the City chose not to accept cash in lieu and how much land would the City be entitled to if this project were to develop. City Planner Lindahl noted at the December 22 meeting, the update for rural residential was five percent of the land, commercial industrial was four percent of the land. City Planner Lindahl noted approximately five percent of 108 acres, so about 5 acres. City Planner Lindahl noted for the nine lot, Kariniemi Meadows subdivision, the City took the trail, and ended up giving them no Park Dedication for the trail easement because it is all under the floodplain. City Planner Lindahl noted the City took cash in lieu. Council and staff discussed the benefit of obtaining the whole outlet as a public park, buffer requirements around open space lots, and clarification of access to commercial lots needs to be a public street with developer responsible for costs. Council noted Public Works would have access to the street with two driveway accesses to the public street and would break the access to County Road 19. Nate Kariniemi, applicant; lost connection again. City Planner Lindahl added Mr. Kariniemi may have a question regarding County access to the third lot, with Council indicating that access is okay as long as it does not align with the residential property directly across the road. City Planner Lindahl noted the County will allow one access with Public Works and the other two commercial lots. Nate Kariniemi, applicant, was able to reconnect electronically via phone, and requested Council direction on support of the plan before County would agree to provide additional access on County Road 19. City Planner Lindahl confirmed the Council was supportive of the plan with individual access to County Road 19, as long as the access was not directly across from the residential property on the opposite side of County Road 19. Public Works Director Mattson noted depending on what the use is, the county will try to equidistant the spacing between the new access north at north Public Works and Larson Road. Public Works Director Mattson suggested when the developer and his team are reviewing the access, if that equidistance line matches up with that driveway, which might be something to review early in the process, especially if they require turn lanes based on density, the access point appears pretty close to the midpoint between those two roads. Council added if the access is not able to be offset, Council would discuss additional landscaping to help mitigate the change in zoning to the adjacent neighbors. Council and staff discussed that the County could force that access point, in which case, Council would not support the access for the third commercial lot. b. Concept Sketch Plan – Amira Village Applicant requested item be removed the agenda. c. Transition Buffer Ordinance Discussion City Planner Lindahl noted past discussion regarding the draft ordinance and noted there were a few changes based on Council direction. City Planner Lindahl noted Council also requested information on implementing the ordinance. City Planner Lindahl reviewed with Council other cities similar-type ordinances and noted the Ramsey staff indicated difficulty in enforcement, because of private property, and landscaping that residents may incorrectly assume is theirs. City Planner Lindahl noted utilizing easements may be the best tool to enforce. City Planner Lindahl noted the City Attorney recommended adding language to the draft ordinance that indicates any violation of this preservation easement is a misdemeanor, which is included globally in our city code, but specifically to be included in Chapter 1, and included as a code enforcement issue rather than a civil suit. City Planner Lindahl noted other cities handle violations through complaint- based notification, and do not complete any annual inspections. Council and staff discussed overplanting and the issues it creates. Council noted language in the draft ordinance to include allowance of a 10 ft encroachment for stormwater ponds into the buffer area and allow a partial allowance for that. City Planner Lindahl confirmed it was added as existing woodlands are protected. Council noted discussions regarding raised planting beds in the buffer yards, if they were considered temporary structures or not, structures that are not allowed, and structures that are allowed such as benches. Council discussed enhancements to buffers and open space buffer locations. Council also discussed the consideration of a local street separation between differing land uses such as one of lower-class buffers like an A or B, but not anything C or above. City Planner Lindahl noted the discussion was accurate but there was no change to it. Council reviewed buffers near cemeteries and churches, and City Planner Lindahl noted language could be added to include when existing parcels are replatted, they are not subject to the buffer requirements and sited the Hope Community Church project site as an example. MOTION: made by Nichols, seconded by Bottema to ask staff to add a provision to the draft language to treat a local street as a class A buffer where a buffer is required, but not in any higher classification. 5 Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) MOTION: made by McKee, seconded by Schultz to amend Section 1060.070 Chapter 1 of City Code and draft ordinance as discussed. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) Council noted the discussion on expanding the buffer use and if it was clarified in the discussion appropriately. City Planner Lindahl noted expanded use was combined, however, exemption for cemeteries needs further clarification. Council noted cemeteries were not exempt in past discussions. City Planner Lindahl, for clarification noted cemeteries would be in a cemetery, where with the Hope Church example, they wouldn’t need to add buffering because of expanded use. Council consensus was to move forward the buffer yard draft ordinance and send to Planning Commission. 9. Unfinished Business Mayor McKee invited residents to communicate in-person or telephonically during the public comment opportunity for Unfinished Business for 9a-9c. City Administrator Beise explained the instructions to participate in the meeting via the Zoom video format and reviewed instructions for participation in the meeting through telephone or computer. No persons participated in the public comment period, however, City Administrator Beise noted a comment card was received from Nate Kariniemi thanking Council for their comments. a. Mandatory Sewer and Water Connections and Request for Extension City Administrator Beise reviewed a request to extend the mandatory sewer and water connections. City Administrator Beise noted in 2016, the City initiated the downtown water and utility streets improvement project that brought water and sewer infrastructure to the downtown area, as well as improved. City Administrator Beise outlined at that time there was a project requirement to have systems connected by 2019, with extensions for extenuating circumstances through June 30, 2023. City Administrator Beise noted Heidi here from Heidi's GrowHaus would like to speak about a request for an extension and obtain feedback from Council on how extending the deadline. Heidi Heiland, Owner of Heidi’s GrowHaus, thanked Council for the opportunity to discuss the extension tonight. Ms. Heiland requested another extension on hooking up to city sewer and water and is trying to proactive of the anticipated due date, as it will be difficult for her business to comply. Ms. Heiland noted an existing payment of the city sewer and water fees through property taxes and asked if that was correct? City Administrator Beise responded certain properties in the downtown district pay for TLAC and water connection fees through a finance agreement over time, but that is separate from the connection itself as that is generally funded through individual owners. Ms. Heiland added that her company is fully compliant with that part of the project. Ms. Heiland explained the complications with her property because of where the access comes into the property, and with the suggestion $60,000 cost to hookup, her business cannot afford the expense right now. Ms. Heiland noted the challenges recently occurring and though she has every intention to hook up when feasible, she is not able to at this time, and noted October will not be enough time. Ms. Heiland noted she thought she would be able to complete the hookup by this spring, but her business plan currently in place is cutting costs and trying to adopt new strategies until spring and summer bring customers through the doors. Ms. Heiland noted the hookup is a difficult capital improvement plan by itself, so she is requesting a different deadline, and for Council’s understanding of her business situation. Council discussed the current septic system at Heidi’s GrowHaus and maintaining the existing well on the property after hookup, and financial impact to the City with extensions to hooking up to City sewer and water. Public Works Director Mattson noted the area charges already collected are the funding mechanism for the sewer and water infrastructure, and the extension of the connection hookup is related to compliance with City ordinances. City Administrator Beise noted the extension would extend to the remaining few businesses that have not yet connected. Council discussed extensions with final connection of October 2024. Council discussed the possibility of connecting the remaining businesses and assessing them through their property taxes so they could pay over time. City Administrator Beise noted that could be something to review with the City Attorney, because it is required by ordinance, once timelines have been established. MOTION: made by McKee, seconded by Nichols to extend the sewer and water connection due date 6 through October 31, 2024, for the affected properties. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) Council and staff discussed sending a letter out to the remaining properties on the final extension date. b. Horseshoe Bend Feasibility Study Rebecca Gunderson, 6300 Horseshoe Bend Drive, brought forth concerns of a pipe that appears to be remaining that runs across Rolling Hills, and it is listed as green instead of yellow, with a yellow one being put in and the green one remaining. Public Works Director Mattson responded the focus was on what were the new pipes required in the drainage analysis and where were the existing pipes. Public Works Director Mattson noted staff recommendation is to replace existing pipes. Public Works Director Mattson asked for clarification of Ms. Gunderson’s question reflected replacement the existing pipe that is there. Ms. Gunderson confirmed that was her question and added the existing pipe is jagged and crumpled and is a safety concern. Public Works Director Mattson noted the culvert would be addressed even if the project does not move forward. MOTION: made by Bottema to approve option 2. Motion fails for lack of second. MOTION: made by Bottema, seconded by Vehrenkamp to approve Option 2 including a $37,000 drainage maintenance, and direct staff to obtain engineering design services proposal for managing the 10-year storm event estimate at $231,000. Council and staff discussed other parts of the City experiencing flooding issues due to inadequate development and reviewed Corcoran Trail East and Corcoran Trail West, and are due to age of the neighborhood, precipitation, and different standards when the neighborhood was developed. Council and staff discussed assessments and appraisal valuations. Council and staff discussed the absence of a stormwater fund and noted this example illustrates the cost of maintenance. Council and staff discussed identifying what other projects may be necessary in the next few years. Council and staff discussed bonding for the current project and evaluate future fees or area charges to finance future projects. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) c. 2023 Capital Improvement Plan Purchase – Trail Maintenance Equipment Public Works Director Mattson noted the Public Works team is bringing forward a recommendation for a 2023 approved expenditure and included in the breakdown showing bonding for a $50,000 in trail maintenance equipment and accessories. Public Works Director Mattson noted after evaluation, and meeting with neighboring cities to understand what makes the most sense regarding trail maintenance equipment. Public Works Director Mattson noted the recommendation would be to purchase a John Deere 4066 tractor with a pro Pronovost p800 snow blower attachment. Public Works Director Mattson noted during the process, another tractor, a John Deere 4720, that is in the 2024 replacement plan, but not been presented yet, essentially is not needed, because the 4066 can serve a dual purpose and application in maintenance and general operations. Public Works Mattson reviewed the recommendation for the 4066 tractor is essentially to replace a tractor that was scheduled for replacement in 2024 anyhow. Public Works Mattson noted an example is in some of the newer neighborhoods, we have trailside, cross a bunch of driveways, with the blower allowing the user to redirect the snow away from driveways. Public Works Director Mattson noted other uses for the 4066 tractor include snow removal maintenance at city park, and utilized in weather-related events where there are large snow storage issues with ice underneath. Council and staff discussed the 4066 horsepower, other attachments for the tractor, brand comparisons, and cost. Public Works Director Mattson noted the monetary savings regarding the budget related item is approximately $45,000 under budget and noted the multi-purpose 4066 tractor will serve a primary role for trail maintenance, as well as other tasks as needed. Council noted concern of purchasing trail maintenance equipment when the City has an old trail maintenance plan, noted Council, and the Parks and Trails Commission have not discussed a trail maintenance plan. Council noted a discussion regarding trail maintenance and what the needs are to determine equipment that is needed, if trails need to be maintained in the winter, what HOAs will cover, and what the City will be responsible for. Council noted beginning discussions to determine what the City will be doing regarding trail maintenance. Council 7 inquired how the equipment could be utilized on future trails within the community. Council noted discussion is necessary to determine if trails will be open year-round, and would they be maintained for walking or other weather-related activities like cross country skiing for snowshoeing. Council and staff discussed the tractor would be utilized on bituminous trail developments and not on sidewalks. MOTION: made by Nichols, seconded by McKee to authorize staff to purchase the John Deere 4066R tractor with snow blower in the amount of $45,500. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) 10. New Business Mayor McKee invited residents to communicate in-person or telephonically during the public comment opportunity for New Business on items 10b-f. City Administrator Beise explained the instructions to participate in the meeting via the Zoom video format and reviewed instructions for participation in the meeting through telephone or computer. No persons participated in the public comment period. a. Financial Assistance – Tax Abatement and TIF Moved to a future Council meeting. MOTION: made by McKee, seconded by Vehrenkamp to add item 10a back into the agenda for Council discussion. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) Council discussed the positive and negative attributes of tax abatement and TIF support for a sports complex in Corcoran. Council and staff briefly discussed financial aspects. Council discussed scheduling the item for the March 9 Council meeting. b. Charitable Gambling Fund – Table and Chair Purchase Recreation Supervisor Christensen Buck presented a current staff request to purchase new tables and chairs for community events in Corcoran. Recreation Supervisor Christensen Buck reviewed the cost of renting tables and chairs for events was approximately $1,600 per event and noted Night to Unite and Truck Safety Seminar as two events that utilize tables and chairs. Recreation Supervisor Christensen Buck outlined the cost of $14,500 for the purchase of 60 tables and 300 chairs. Recreation Supervisor Christensen Buck noted the funding would occur through the City’s Lawful Gambling Donation Fund as it was determined to be an eligible expense. City Administrator Beise added there are specific activities lawful gambling can be utilized, and the City would be looking to make the purchase under the activities and facilities for youth, or under police and fire, within the Lawful Gambling Donation Fund requirements. Council and staff discussed what the fund has been used for and City Administrator Beise noted the current funds could be utilized for the future City Park project. MOTION: made by Schultz, seconded by Bottema to approve and authorize staff to utilize Charitable Gambling Funds to purchase in an amount up to $15,000 for the purchase is for 300 chairs and 60 tables. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) c. Police Department Recruitment and Retention Director of Public Safety Gottschalk presented the recruitment and retention of police officer item and noted this topic was presented to Council in work sessions over the last months. Director of Public Safety Gottschalk reviewed challenges with law enforcement recruitment and hiring that's been going on for a couple of years now, and noted there are more job openings than there are currently qualified candidates. Director of Public Works Gottschalk noted there is alarmingly low enrollment in the law enforcement programs and also in the graduation, resulting in a crisis that's going to be getting worse before it gets better. Council and staff have been talking about police recruitment and retention since 2022 when formal discussions began. Director of Public Safety Gottschalk reviewed other agencies processes regarding recruitment include hiring bonuses up $10,000 per candidate. Director of Public Safety Gottschalk reviewed the law enforcement profession has changed, seniority and financial security kept officers securely in positions. Director of Public Safety Gottschalk noted officers now look at another department, or any place they've considered working, and go there with very little risk and no pay cut, potentially even getting a hiring bonus. Director of Public Safety Gottschalk outlined the challenges of for the City of Corcoran, and what benefits and incentives make Corcoran an attractive place to work. Director of Public 8 Works Gottschalk reviewed in March of 2022, all of Corcoran’s police officers were asked what would be valuable to you as a recruitment or retention tool, or idea, for the City to consider. Director of Public Safety Gottschalk summarized the results and staff brought to council in June of 2022. Director of Public Safety Gottschalk noted Council direction was necessary in which recruitment and retention tools would Council consider. Director of Public Safety Gottschalk noted at the time, the direction from the Council included a request for more detail as to what the recruitment and retention tools would mean budgetarily, but also to understand how the officers value them. Director for Public Safety Gottschalk noted staff and Council formed a subcommittee on how to survey the officers to get data in a meaningful way for Council to review and discuss. Director of Public Safety Gottschalk thanked Councilor Nichols, and Councilor Bottema for helping put together the survey to access the data in a way to ascertain what the carrying cost per benefit point was. Director of Public Safety Gottschalk noted the subcommittee reviewed draft financial numbers on the carrying costs for different retention and recruitment options, and also surveyed the officers to find out what carries the most value. Director of Public Safety Gottschalk noted the findings were brought back to Council to discuss on January 12, 2023. Director of Public Safety Gottschalk reviewed which retention and recruitment item scored the highest benefit points, which had the highest number of selections by officer, and what the average score was by the selector. Director of Public Safety Gottschalk noted with that data, and numbers, and reviewing the carrying cost, the subcommittee was able to decide what that carrying cost per benefit point was. Director of Public Safety Gottschalk reviewed the conclusion and based on the feedback from the Council, and staff's recommendation the top three recruitment and retention tools that were consistent across the board included the paid sabbatical, the wellness retreat reimbursement, and the additional retirement health insurance contributions. Director of Public Safety Gottschalk reviewed health insurance incentive formula for the health insurance incentive would be approximately $20,000 per year in carrying cost, the wellness retreat reimbursement carrying cost would begin in 2023, with a carrying cost of $18,000, and the mental health sabbatical incentive beginning in 2024, with a carrying cost of approximately $20,000 in 2023. Director of Public Safety Gottschalk noted the health insurance incentive fund would fluctuate depending on officer retirements, so funding could vary year by year with the first eligible officer for retirement in 2031. Council and staff discussed eligibility for incentive benefits. Council reviewed possibilities of expanding Corcoran’s Police Department into communities interested in possibly adding or combining police services. Council discussed a schedule for implementing the incentive benefits. Director of Public Works Gottschalk noted it was suggested the travel reimbursement first as it fits within what was budgeted for this year, as all three of them would, but the travel reimbursement doesn't require a long-term rollout, whereas sabbaticals will require scheduling and a phasing to over time, with scheduling a sabbatical beginning in 2024-25. Council consensus was support of staff recommendations and making sure we are effective with the intended purpose. Council and staff discussed requirements and handbook language changes for each of the incentive benefits for employed staff, and also in the event of a separation of employment. MOTION: made by McKee, seconded by Nichols to adopt handbook language and incentive benefits as presented. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) d. Cropland Weed Control City Administrator Beise reviewed crop rental properties the city owns, and noted in 2022, the county reevaluated how they taxed leased land, and had reinterpreted that process. City Administrator Beise noted as a result of the reinterpreted process, the renter of city land was taxed for personal property taxes under state statute. City Administrator Beise noted staff reviewed options to explore weed control for the two parcels the city owns. City Administrator Beise noted a conversation with the city assessor’s office regarding the personal property tax versus Payment in Lieu of Taxes issue with us last year, and noted the way statute reads, if the City were to do a service contract, and allow someone to put hay down and if they feed the hay to horses, or feed it to cows, and those cows are sold, that constitutes making a profit off the land, so it's likely not a great option. City Administrator Beise reviewed the other option to rent the land, is the City pays the taxes on the land, bids out the land to see what kind of rental we can receive on the land. City Administrator Beise noted this option is still a more cost effective option, rather than mowing the parcels over the summer and fall months or spraying for weeds. Council and staff discussed cost options of mowing the lawn, staff time, and subcontracting the service. 9 MOTION: made by McKee, seconded by Schultz direct staff to proceed with the rental route option for 2- year city cropland rentals, and to work with Council to develop a long-term plan for the parcels. Friendly amendment made by Vehrenkamp to extend the rental properties to a three-year rental option. Council discussed completing the long-term option for the rental parcels within the next two years. Friendly amendment was rescinded by Vehrenkamp. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) e. Parks and Trails Commission Annual Appointments MOTION: made by Bottema, seconded by Schultz to reappoint Phil Christenson the Parks and Trails Commission. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) f. Charter Commission Annual Appointments MOTION: made by Bottema, seconded by Schultz to reappoint Ken Guenthner to the Charter Commission. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) 11. Staff Reports a. Planning Project Update Council received report. b. Added: Water Infrastructure Bonding Update City Administrator Beise reviewed the request for some bonding appropriation and when looking for bonding opportunities, at the time, we thought we would be able to convert part of our 2023 current project and were informed that option won't be available until at least 2024 or later. City Administrator Beise noted the City was informed about an opportunity for us to attend a public hearing and amend the language to make sure we could utilize any funding requests for other projects we are planning. City Administrator Beise outlined a proposal to do make some minor changes to the area of service to be the entire municipal service area, and then review what we've been planning for a second well in northeast, and the third cell of the water treatment facility. City Administrator Beise noted it would have given us an opportunity to leverage state dollars to get some of those projects that we've been planning for in the water fund completed. City Administrator Beise requested Council confirmation they are comfortable with the City Administrator and Mayor to attend the capital and testify on behalf of our request. Council directed staff to attend the public hearing and testify the need for funding for water projects in Corcoran. c. Added: Hackamore Road Improvement Project Update City Administrator Beise reviewed an update on the Hackamore Road Improvement Project. City Administrator Beise noted staff has been working with the city of Medina over the last three years since 2020 on the Hackamore Road Improvement Project, and at the point of finalizing agreements and looking to work with project partners on financial commitments and the final project parameters. City Administrator Beise noted the next steps include authorizing going out for bids and bringing back to Council the Joint powers agreement along other agreements with potential project partners along the corridor. Public Works Director Mattson noted Medina would likely be listed as the owner on the JPA agreement, with the primary engineer listed as WSB. 12. 2023 City Council Schedule Council received schedule. 13. Adjournment MOTION: made by Nichols, seconded by Bottema to adjourn. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) Meeting adjourned at 10:05 pm on February 23, 2023. Michelle Friedrich – City Clerk STAFF REPORT Agenda Item: 7b. Council Meeting: May 11, 2023 Prepared By: Michelle Friedrich Topic: Draft Council Work Session Minutes – September 22, October 13, October 27, 2022 Draft Council Minutes – September 8, and September 22, October 13, October 27, 2022 Action Required: Informational Summary Draft Minutes for the Council Work Sessions September 22, October 13, and October 27, 2022; and Minutes for the Council Meetings for September 8, September 22, October 13, and October 27, 2022, will be provided separately to Councilmembers via email and will be placed in the City Hall Agenda Packet and on the website when available. The anticipated date is Tuesday, May 9, 2023. 1 CITY OF CORCORAN City Council Minutes September 8, 2022 – 7:00 pm The Corcoran City Council met on September 8, 2022, 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, Councilor Schultz, and Councilor Vehrenkamp were present. City Administrator Beise, City Clerk Friedrich, Finance Manager Ung, Public Works Director Mattson, and Director of Public Safety Gottschalk were present. 1.Call to Order/Roll Call Mayor McKee called the meeting to order at 7:00 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 Beise noted the addition of work session minutes under 7a, public comments on item 8b related to the public hearing for Amberly and Bellwether, updates to the Hennepin County Levy insert to 9b, removal of 9d as a cross-share agreement is completed to be presented at a future meeting, and the addition of 9f Water Supply Treatment Plant Architectural Additions. MOTION: made by Nichols, seconded by Schultz to approve the agenda as modified. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) 4.Commission Representatives Mayor McKee noted Planning Commissioner Shoulak was present via electronic means and Parks and Trails Commissioner Anderson was present. 5.Open Forum (Public Comment Opportunity) Mayor McKee invited residents to communicate in-person or telephonically during Open Forum for items not included on the agenda. City Administrator Beise explained the instructions to participate in the meeting via the Zoom video format and reviewed instructions for participation in the meeting through telephone or computer. No residents participated in the Open Forum. 6.Presentations/Recognitions a.Hennepin County Commissioner Kevin Anderson Mayor McKee introduced Commissioner Anderson. Commissioner Anderson introduced himself and recapped Hennepin County’s 2022 budget and reviewed the upcoming 2023 budget and priority items. Council and Commission Anderson discussed items of importance to the City of Corcoran and included traffic issues and road funding. Council thanked Commissioner Anderson for his time. 7.Consent Agenda a.Draft Minutes of the May 26, 2022, Council Work Session* b.Financial Claims* c.66th/Ave Gleason Parkway Corridor Improvements-Pay Request 5* d.Temporary Liquor License – September 24, 2022* Council questioned why item 10b Request for Bond Conduit Financing or Host Approval was on the agenda for a second time in a row. City Administrator Beise noted the applicant requested a work session to discuss project financing options with Council and as Council declined a work session, the Added Agenda Item: 7b1. 2 applicant is now asking for permission to seek financing from other cities for the project. City Administrator Beise added as the project is in Corcoran the applicant needs host approval from Council to proceed. MOTION: made by Bottema, seconded by Vehrenkamp to approve agenda items 7a-d, as presented. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) 8. Planning Business (Public Comment Opportunity) Acting Mayor Bottema invited residents to communicate in-person or telephonically during the public comment opportunity for Planning Business. City Administrator Beise explained the instructions to participate in the meeting via the Zoom video format and reviewed instructions for participation in the meeting through telephone or computer. No residents participated in the public comment opportunity. a. Rush Creek Public Hearing and Easement Vacation City Administrator Beise noted City Planner Lindahl would present the staff report and then public comment could be received. City Planner Lindahl noted the Public Hearing for the Easement Vacation for Rush Creek Reserve. City Planner Lindahl noted vacating the underlying easements over Outlots D and F is part of the process as new drainage and utility easements are created when next parcel is final platted. Mayor McKee opened the Public Hearing. City Administrator Beise explained the instructions to participate in the meeting via the Zoom video format and reviewed instructions for participation in the meeting through telephone or computer. No residents participated in the Public Hearing. MOTION: made by Nichols, seconded by Schultz to close the Public Hearing. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) MOTON: made by Bottema to Approving Resolution 2022-102 Vacation of Drainage and Utility Easements Located on Outlot D and Outlot F of Rush Creek Reserve Addition (City File 22-012). Motion fails for lack of second. Council noted the water drainage issue along County Road 10, installation of culverts, and grading. Council and staff discussed when grading and trail is completed, the water drainage issue will no longer exist. MOTON: made by Bottema, seconded by Schultz to approve Resolution 2022-102 Vacation of Drainage and Utility Easements Located on Outlot D and Outlot F of Rush Creek Reserve Addition (City File 22-012) Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) b. Amberly Bellwether Public Hearing and Easement Vacations City Planner Lindahl noted vacating the underlying easements over outlots that have since been replatted as part of the Bellwether 8th, Amberly 2nd, and Bellwether 9th, is part of the process to vacate easements no longer needed. Mayor McKee open the Public Hearing. City Administrator Beise explained the instructions to participate in the meeting via the Zoom video format and reviewed instructions for participation in the meeting through telephone or computer. City Administrator Beise noted one written public comment was received and was included in the agenda packet record. MOTION: made by Nichols, seconded by Vehrenkamp to close the Public Hearing. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) MOTION: made by Schultz, seconded by Bottema to approve Resolution 2022-103 Vacation of a Drainage and Utility Easement on Outlot F of Bellwether (City File 22-056). Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) MOTION: made by Schultz, seconded by Bottema to approve Resolution 2022-104 Vacation of a Drainage and Utility Easement on Outlot B of Bellwether 6th Addition (City File 22-056). Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) MOTION: made by Schultz, seconded by Bottema to approve Resolution 2022-105 Vacation of Drainage and Utility Easements on Outlot C and Outlot D of Bellwether 6th Addition (City File 22-056). Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp 3 (Motion carried 5:0) 9. Unfinished Business Acting Mayor Bottema invited residents to communicate in-person or telephonically during the public comment opportunity for Unfinished Business items 9a through 9c, 9e, and 9f. City Administrator Beise explained the instructions to participate in the meeting via the Zoom video format and reviewed instructions for participation in the meeting through telephone or computer. No persons participated in the public comment period. a. 2023 Preliminary Levy Finance Manager Ung presented an updated 2023 Preliminary Draft Budget, reviewed timelines with Council approval necessary by September 30, 2022, with final levy and budget approval by December 28, 2022. Finance Manager Ung noted the water and sewer budget would be presented to Council in October. Finance Manager Ung revenue and expenditure comparisons for 2022 and 2023. Council and staff reviewed budgeted numbers in licenses and permits, the overall Hennepin County property value increases, and reviewed areas the budget could be decreased. Council and staff discussed the tax rate versus tax capacity. Council discussed the timeline for fire commander position and until the City has a greater need, utilizing a high-level administrator planning position until the City can support an internal fire services staff. Council and staff reviewed projected growth of City and staffing priorities. MOTION: made by Schultz, seconded by McKee approving Resolution 2022-106 Preliminary Proposed Tax Levy Collectible in 2023. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) b. Hennepin County Levy Insert City Administrator Beise reviewed the Hennepin County Levy Tax Insert, and noted the insert provides additional explanation to residents on levy and tax impacts. Council requested taxable income be split between residential and commercial, and the order of items on the back side of the insert to place public safety first and define on the chart the public safety categories. MOTION: made by Schultz, seconded by Nichols authorizing staff to submit the City of Corcoran Preliminary Budget and Draft Levy Insert to Hennepin County and to incur costs associated with the project with the amendments as discussed. Councilor Bottema made a friendly amendment to include a description and define public safety categories on the insert. MOTION: made by Schultz, seconded by Nichols authorizing staff to submit the City of Corcoran Preliminary Budget and Draft Levy Insert to Hennepin County and to incur costs associated with the project with the amendments as discussed, and including a description to define public safety categories. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) c. Planning Commission Appointment MOTION: made by Bottema to appoint John Horn to the Planning Commission to an existing term expiring on February 29, 2024. Motion fails for lack of second. Council discussed applicant attributes and experience within municipalities. Council briefly the applications received. MOTION: made by Bottema, seconded by Vehrenkamp to appoint John Horn to the Planning Commission to an existing term expiring on February 29, 2024. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) d. Moved to a future Council meeting: City Center Drive & 79th Place Mass Grading and Stormwater Improvements Cost Share Agreement e. Order the Feasibility Study for Potential Assessments – Hackamore Road Project City Administrator Beise reviewed the history of the Hackamore Road Improvement Project, final design discussions, and an assessment process for the subdividable properties. City Beise noted a 4 feasibility study cost was included as part of the cost estimates for the final design, and review of the 429 processes for the final Hackamore Road design. City Administrator Beise asked for Council approval authorizing WSB to complete the feasibility study and obtain a letter of benefit, to understand what financial contribution the three subdividable properties would be. MOTION: made by Bottema, seconded by Schultz, to authorize staff to work with WSB to complete a feasibility study and obtain a letter of benefit as part of the Hackamore Road Improvement Project. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) f. Added: Water Supply Treatment Plant Architectural Additions City Administrator Beise noted the water treatment plant design and the architectural element discussions in previous Council meetings, and noted some changes to the water treatment plant, alternate designs including dormers on the roofline for two- or three-cell facilities. City Administrator Beise noted Council feedback is necessary for staff to ensure staff is moving forward in the right direction. Council and staff reviewed previous elements to include in an alternate bid, avoiding a warehouse look to the facility, and dormer failures and roof leaks. Council and staff reviewed design elements, pitched roof, ladder color and location, and location of facility equipment. Council provided staff direction. 10. New Business Mayor McKee invited residents to communicate in-person or telephonically during the public comment opportunity for New Business items 10a through 10f. City Administrator Beise explained the instructions to participate in the meeting via the Zoom video format and reviewed instructions for participation in the meeting through telephone or computer. City Administrator Beise noted one comment card was received for item 10c. a. Public Safety Reorganization Director of Public Safety Gottschalk reviewed the public safety reorg and outlined the Deputy Director of Public Safety position, grading of the position, and not replacing the Lieutenant position at this time. Council discussed creation of a new position and posting process of the new position. Council and staff reviewed the reorganization change and noted the City’s authority to make changes to organizational structure, either internal processes, or a reorganization allows for leeway. MOTION: made by Nichols, seconded by Vehrenkamp to approve Resolution 2022-107 Amending the Organizational Structure of the Police Department. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) b. Request for Bond Conduit Financing or Host Approval City Administrator Beise noted at the August 25 Council meeting, Council declined to host a work session related to bond conduit financing. City Administrator Beise reviewed the request by St. Therese for formal consideration on whether Council would consider financing, and if not, St. Therese requests Council consider a host approval opportunity. City Administrator Beise noted the City's bond Council is available to answer any questions. City Administrator Beise noted a proposal of a $50,000 administrative fee with no restriction on fund allocation. City Administrator Beise noted next steps include a resolution for a set sale, or a resolution allowing St. Therese to access funds through a different organization. City Administrator Beise noted the applicant, St. Therese is also present. Council and Ms. Gina Ferrini from Kennedy McGraven discussed con duit bond financing, and noted there is no liability to the City. Mr. Ferrini noted the City is not responsible for making any payment on the bonds, and it does not affect the City’s credit rating, or impact the City’s ability to issue bonds for its own purposes. Mr. Ferrini noted the bonds are called conduit revenue bonds and Congress established a process for other non-profit entities to benefit through the same sort of tax benefit the City has to lower borrowing costs, but because of that, the City is es sentially acting as a conduit for the bonds, as tax code does not allow the applicant to apply directly. Ms. Ferrini noted the code requires the City approval. Council requested tabling the item until the next Council meeting for Council to gather and understand information related to bond conduit financing. Mr. Kelvin Chung Gaskey, CEO of St. Therese, spoke with Council on host approval and timelines, and his experience with other cities regarding bond conduit financing. 5 Council noted creating a policy around what kind of fees would be appropriate for bond conduit financing in the future. MOTION: made by McKee, seconded by Nichols, to table item to the September 22 Council meeting, and direct staff to draft appropriate resolutions. Council asked if there is a market for host cities. Council and staff reviewed host city revenue and options. City Administrator Beise clarified if Council would like to add drafting a policy regarding bond conduit financing fees. Mayor McKee noted a friendly amendment to his original Motion to include staff time to draft a bond conduit financing fee policy. MOTION: made by McKee, seconded by Nichols, to table item to the September 22 Council meeting, and direct staff to draft appropriate resolutions, approve staff to create a draf t bond conduit financing fee policy. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) c. Request from Bass Lake Crossing HOA – Trail Maintenance City Administrator Beise reviewed the request from Bass Lake Crossing Homeowners Association regarding trail maintenance, and noted the City has not yet accepted trail maintenance. City Administrator reviewed the two HOA cost for maintaining the trails was approximately $1,250 in 2022. City Administrator Beise noted staff is reviewing options for a trail maintenance program to review with the Parks and Trail Commission. City Administrator Beise noted Ron Zappa from the Bass Lake Crossing Homeowners Association is present. Ron Zappa, 7482 Fir Lane, president of the HOA for Bas s Lake Crossing, opined on the trail the east side of Bass Lake Crossing, and on the west side of Cook Lake Highlands. Mr. Zappa noted the HOA has been maintaining the trail, was paved with association dues, and noted it no longer a private trail. Mr. Zappa requested reimbursement from the City for trail maintenance by the HOA. Council inquired if the trail is on private property. Staff indicated it is on private property as the City has not yet accepted the trail. Council and staff discussed the trail easement when the development was created, and noted the trail will eventually be public once the City accepts the trail. City Planner Lindahl added the developer received a Park Dedication Credit to build the trail as part of their development requirements and has always been a public easement. City Planner Lindahl added maintenance of public trails is not in City policy, but even if it were, this trail has not yet been accepted by the City. City Planner Lindahl noted that the trail easement is public, everyone in the City, or outside the City has a right to walk on the trail. Council discussed maintenance and repair of roads within developments is the developer’s responsibility until the City assumes them as a public street. Mr. Zappa responded to Council and noted with the trails at the beginning stages in Corcoran, the HOA will still maintain the trail even if Council does approve the request. Council noted beginning the process to create a draft trail maintenance policy in 2023. Staff noted the Crow River Trail on County Road 19 on the west side of Corcoran is also plowed by residents of Corcoran. Council and staff discussed the requirements of the Crow River Trail regarding winter maintenance. Council discussed snowmobiling and trail usage. Mayor McKee summarized to the HOA request for reimbursement, at this time the City would not authorize reimbursement and thanked Mr. Zappa for his time . d. Request from Cook Lake Highlands – Utility and Street Construction City Administrator Beise reviewed the request from Cook Lake Highlands to begin utility and street construction work, if all required assurances and fees are paid, a pre-construction meeting is held, and allowed to start prior to all documents related to the final plat are recorded. City Administrator Beise noted City Code requires all documents be recorded prior to starting work for utility and street construction. City Administrator Beise noted staff has reviewed requirements and agreements that are necessary, if Council should approve this work to begin. City Administrator Beise noted the applicant is available to answer questions. Council and staff discussed pre-construction meetings, stormwater maintenance agreement, joint powers agreement with Maple Grove, drainage from Cook Lake Highland, encroachment agreement, and park dedication. Council approved a 7-day timeline for the stormwater agreement which would be September 16, and 30 days for the remaining documents to be submitted by or a stop-work-order notice will be issued if all documents are not received with the 6 caveat of all documents being fully executed with appliable signatures. Council noted September 30 as the deadline for the remaining documents. MOTION: made by Schultz, seconded by Bottema to authorize street utility work to begin 7days after receipt of financial guarantees, submission of park dedication, and a pre-construction meeting is held; and if the stormwater agreement is not full executed within seven days, by September 1 5, the City will issue a stop-work-order; and all other documents must be submitted by September 30, including MET Council documents; and site complies with construction hours ordinance. Council discussed review of all items at the September 22 Council meeting. Voting Aye: McKee, Bottema, Nichols, Schultz Nay: Vehrenkamp (Motion carried 4:1) Councilor Schultz noted he will be absent from the September 22 Council meeting. e. Skid Steer Equipment Change MOTION: made by Bottema, seconded by Nichols to authorize the purchase of two skid loaders with tracks and trade in the current skid loaders. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) f. Police Officer Hiring Process Director of Public Safety Gottschalk reviewed the hiring plan for police officers for 2023, noted Officer Edstrom was previously hired, and with the separator of Officer Hochstetler, the request is to continue with the authorization to add one of the 2023 positions that was previously authorized for the early hire and proceed with the police officer hiring process. Council and staff discussed 2022 funding, and the 2023 budget, and noted the fact that there were officers out, there would be funds available which were not utilized in the budget. MOTION: made by Nichols, seconded by McKee Authorize staff to begin the hiring process for full-time Police Officer. Voting Aye: McKee, Bottema, Nichols, Schultz, and Vehrenkamp (Motion carried 5:0) 11. Staff Reports a. Update on Park Dedication City Administrator Beise updated Council on status of park dedication fee, amending the subdivision ordinance, and requirement of public hearing. 12. 2022 City Council Schedule Council received schedule. 13. Adjournment MOTION: made by Vehrenkamp, seconded by Schultz to adjourn. Voting Aye: McKee, Bottema, Nichols, and Vehrenkamp (Motion carried 5:0) Meeting adjourned at 11:16 pm on September 8, 2022. Michelle Friedrich – City Clerk CITY OF CORCORAN 1 City Council Work Session Minutes September 22, 2022 – 5:30 pm The Corcoran City Council met on September 22, 2022, in Corcoran, Minnesota. The City Council work session 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 Nichols, and Councilor Vehrenkamp were present. Councilor Schultz and Councilor Bottema wer excused. City Administrator Beise, City Clerk Friedrich, Planner McKeown, and Public Works Director Mattson were present. 1.Call to Order / Roll Call Acting Mayor Bottema called the work session to order at 5:30 pm. 2.Rental Ordinance Planner McKeown reviewed the first draft rental dwelling ordinance parameters and requirements. Planner McKeown noted prior Council discussions regarding the rental ordinance and concerns of corporate entities purchasing large amounts of available housing and converting the residential homes into rental properties and options in how the ordinance is structured to mitigate this scenario. Planner McKeown noted importance of an exemption for property owners who rent to family members. Planner McKeown noted possibly including rental inspections within the rental ordinance and referenced Minneapolis Federal Bank website as a helpful resource regarding rental data. Planner McKeown noted a trend of rental property increases in Hennepin County, with approximately 6 percent non-homesteaded properties located in Corcoran. Planner McKeown also noted about 3 percent of properties in Hennepin County are owned by investors ranging from 3 to over 100 homes. Planner McKeown noted AirBNB and VRBO type rentals do not yet exist in Corcoran. Planner McKeown noted a crime free and disorderly conduct provision could be considered within the rental ordinance, however, conflicts within the Fair Housing Act would need to be evaluated if the rental ordinance includes such a provision. Staff and Council discussed aspects of the rental ordinance and reviewed a disorderly conduct provision, a three-strike system regarding enforcement of the ordinance and allowing compromise within the ordinance rather than a no tolerance system. Planner McKeown reviewed a provision within the ordinance limiting the ability to own multiple dwellings, and currently the draft references single-family homes, however, Planner McKeown noted twin homes and townhomes should be included as well. Planner McKeown reviewed another option for the rental ordinance includes limiting rental density. Planner McKeown noted limiting rental properties is an area of undetermined property right laws. Planner McKeown referenced ordinances from West St. Paul which included a cap of 10 percent rental density per block, and a cap in Winona of 30 percent. Council and staff discussed possible enforcement scenarios, types of housing to include within the ordinance, the idea of rental developments, license and inspection processes, and staffing once the rental ordinance adopted. Council and staff discussed the nuisance ordinance in relation to the rental ordinance and the definition of each ordinance within code. Planner McKeown noted finding a balance between Council vision for the community, while honoring property rights of owners. Council and staff discussed existing rental properties before adoption of the new ordinance, registration and compliance timelines, and types of rental licenses. 3.Unscheduled Items No unscheduled business was heard. 4.Adjournment MOTION: made by Nichols, seconded by Vehrenkamp to adjourn. Voting Aye: McKee, Nichols, and Vehrenkamp (Motion carried 3:0) Meeting adjourned at 6:28 pm. ________________________________ Michelle Friedrich – City Clerk Added Agenda Item: 7b2. Agenda Item: 7c. Council Meeting Date: 5/11/2023 Prepared By:Maggie Ung Amount Project name $0.00 -$ $385,636.75 385,636.75$ 183,935.29$ 569,572.04$ Date Paid to Amount Description 4/20/2023 ADP 115,561.45$ Net Payroll and Taxes 4/21/2023 MN State - Empower 5,757.83$ Employee Deferred Comp/Healthcare Savings 4/21/2023 MN PERA 25,275.33$ Employee Pension 4/24/2023 Optum Bank 4,684.23$ Employee HSA 4/28/2023 ADP 339.80$Payroll Processing Fee 5/2/2023 HealthPartners 30,675.44$ Employee Health Insurance Premium 5/3/2023 The Hartford 1,641.21$ Employee Disability Premium Total 183,935.29$ FINANCIAL CLAIMS CHECK RANGE FUND #500 ESCROW CLAIMS Paid to SEE THE REGISTER FOR #500 CLAIMS Total Total Fund #500 = (See attached Payments Detail) TOTAL EXPENDITURES FOR APPROVAL Auto Deductions / Electronic Fund Transfer / Other Disbursements ALL OTHER FINANCIAL CLAIMS Check Register (See attached Check Detail Registers) Total Checks Total of Auto Deductions CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 1/7Page: 05/05/2023 01:00 PM User: mung DB: Corcoran EXP CHECK RUN DATES 04/28/2023 - 05/11/2023 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 33721 33721360.00 04/28/23042820232023 SOCCER BACKGROUND CHECKSMN BCA04/28/23100-45100-50300 360.00 Total For Check 33721 Check 33722 33722300.00 05/04/2305062023CITY CLEAN UP DAY - PETTY CASHCASH05/04/23100-00000-10200 300.00 Total For Check 33722 Check 33723 33723195.00 05/04/23050420232023 SOCCER COACH BACKGROUND CHECKMN BCA05/04/23100-45100-50300 195.00 Total For Check 33723 Check 33724 33724242.00 05/11/231LJW-Y3FM-9D9DOFFICE CHAIR MATS/OFFICE SUPPLIESAMAZON CAPITAL SERVICES04/28/23100-41900-50200 33724554.25 05/11/231LJW-Y3FM-9D9DOFFICE CHAIR MATS/OFFICE SUPPLIESAMAZON CAPITAL SERVICES04/28/23100-41900-50210 3372436.84 05/11/2314R1-1T4T-7GLTNOTARY STAMPAMAZON CAPITAL SERVICES04/26/23100-42100-50200 33724532.20 05/11/231PFV-7X6C-3G1NPROJECTOR SCREENAMAZON CAPITAL SERVICES04/25/23100-42100-50210 1,365.29 Total For Check 33724 Check 33725 33725761.00 05/11/23215627SERVICE CALLB & D PLUMBING HEATING & AC04/07/23100-43100-50400 761.00 Total For Check 33725 Check 33726 337268,437.50 05/11/23BT2306262REVIEW & ANALYSIS OF BUILDING AND BAKER TILLY US LLP02/01/23100-42400-50300 8,437.50 Total For Check 33726 Check 33727 33727170.35 05/11/232332552PROPANEBEAUDRY OIL COMPANY04/20/23100-41900-50210 33727345.18 05/11/232332551PROPANEBEAUDRY OIL COMPANY04/20/23100-41900-50210 3372721.39 05/11/232332289UNLEADED 87BEAUDRY OIL COMPANY04/19/23100-41900-50212 33727940.84 05/11/232332289UNLEADED 87BEAUDRY OIL COMPANY04/19/23100-42100-50212 33727106.91 05/11/232332289UNLEADED 87BEAUDRY OIL COMPANY04/19/23100-43100-50212 337272,366.55 05/11/232332288ULS #2 DYED KODIAK B20BEAUDRY OIL COMPANY04/19/23100-43100-50212 3,951.22 Total For Check 33727 Check 33728 337282,787.15 05/11/2327418SQUAD 572 TAHOE REPAIRBOB AND CARLS AUTO BODY INC02/17/23100-42100-50220 33728985.50 05/11/2327418SQUAD 572 TAHOE REPAIRBOB AND CARLS AUTO BODY INC02/17/23100-42100-50403 3,772.65 Total For Check 33728 Check 33729 337291,437.52 05/11/233001042889FIREARM SUPPLIES BROWNELLS, INC.04/19/23100-42100-50207 1,437.52 Total For Check 33729 Check 33730 337303,525.99 05/11/23921470429ALUMAGOAL - SOCCER GOALSBSN SPORTS, LLC04/24/23100-45100-50210 3,525.99 Total For Check 33730 Check 33731 33731241.90 05/11/2322-125695FLAT BED FOR PLYWOOD TRANSPORTBURDAS TOWING12/29/22100-42100-50300 33731189.75 05/11/2323-135493SQUAD 566 TOWINGBURDAS TOWING03/07/23100-42100-50403 33731315.10 05/11/2323-135292SQUAD 566 TOWINGBURDAS TOWING03/05/23100-42100-50403 746.75 Total For Check 33731 Check 33732 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 2/7Page: 05/05/2023 01:00 PM User: mung DB: Corcoran EXP CHECK RUN DATES 04/28/2023 - 05/11/2023 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 33732 33732255.96 05/11/23INV0012856504/2023-04/2024 SUBSCRIPTIONCANVAS SOLUTIONS INC04/25/23100-42100-50300 337321,023.84 05/11/23INV0012893604/2023-04/2024 SUBSCRIPTIONCANVAS SOLUTIONS INC04/28/23100-42100-50300 1,279.80 Total For Check 33732 Check 33733 3373387.00 05/11/2304282023LEGAL SERVICES FOR CITY BUSINESSCARSON, CLELLAND & SCHREDER04/28/23100-00000-22205-017 33733478.50 05/11/2304282023LEGAL SERVICES FOR CITY BUSINESSCARSON, CLELLAND & SCHREDER04/28/23100-00000-22205-058 33733986.00 05/11/2304282023LEGAL SERVICES FOR CITY BUSINESSCARSON, CLELLAND & SCHREDER04/28/23100-00000-22205-132 33733(685.00)05/11/2304282023LEGAL SERVICES FOR CITY BUSINESSCARSON, CLELLAND & SCHREDER04/28/23100-00000-36400 337335,381.16 05/11/2304282023LEGAL SERVICES FOR CITY BUSINESSCARSON, CLELLAND & SCHREDER04/28/23100-41600-50300 337334,650.00 05/11/2304282023LEGAL SERVICES FOR CITY BUSINESSCARSON, CLELLAND & SCHREDER04/28/23100-42100-50304 10,897.66 Total For Check 33733 Check 33734 33734678.85 05/11/239884559-7 04-23PUBLIC WORKS GAS BILL 03/29/23-04/CENTERPOINT ENERGY 05/01/23100-43100-50380 678.85 Total For Check 33734 Check 33735 33735133.06 05/11/234152961969CITY HALL MATSCINTAS - 47004/19/23100-41900-50400 3373555.12 05/11/234153714728TOWELSCINTAS - 47004/26/23100-42100-50400 3373516.20 05/11/234153714738TOWELSCINTAS - 47004/26/23100-42100-50400 3373555.12 05/11/234152961981LG BATH TOWEL - BLUECINTAS - 47004/19/23100-43100-50400 3373587.81 05/11/234152962024CRT BLUE/CABINETCINTAS - 47004/19/23100-43100-50400 33735132.52 05/11/234153714758TOWELSCINTAS - 47004/26/23100-43100-50400 3373518.20 05/11/234153714714MICROFIBER WIPECINTAS - 47004/26/23100-43100-50400 33735194.17 05/11/234152962142UNIFORMS CINTAS - 47004/19/23100-43100-50417 33735194.17 05/11/234153714804UNIFORMSCINTAS - 47004/26/23100-43100-50417 886.37 Total For Check 33735 Check 33736 33736186.00 05/11/23348854SECURITY REMOTE SERVICES COMPUTER INTEGRATION TECH04/19/23100-41920-50300 33736198.00 05/11/23348855SERVICES DELIVERY ONSITE/REMOTECOMPUTER INTEGRATION TECH04/19/23100-41920-50300 384.00 Total For Check 33736 Check 33737 33737138.00 05/11/2305022023WATER TOWER SITE RECORDINGCOUNTY RECORDER/REGISTRAR OF 05/02/23601-49400-50300 138.00 Total For Check 33737 Check 33738 3373886.00 05/11/23100X07691905OFFICE WATERCULLIGAN BOTTLED WATER04/30/23100-41900-50210 86.00 Total For Check 33738 Check 33739 33739578.72 05/11/23E4-80549SERVICE ON CITY HALL GENERATORCUMMINS POWER LLC04/23/23100-41900-50400 33739793.75 05/11/23E4-80550SERVICE ON LIFT PUMP GENERATORCUMMINS POWER LLC04/23/23602-49450-50400 1,372.47 Total For Check 33739 Check 33740 3374047.18 05/11/23S102689040.001TOILET VALVEDAKOTA SUPPLY GROUP04/27/23100-43100-50223 47.18 Total For Check 33740 Check 33741 3374114.25 05/11/23573-2023SQUAD 573 2023 TABSDVS04/01/23100-42100-50403 14.25 Total For Check 33741 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 3/7Page: 05/05/2023 01:00 PM User: mung DB: Corcoran EXP CHECK RUN DATES 04/28/2023 - 05/11/2023 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 33742 3374239.57 05/11/23943488MAY 4 PH ZONING ORDINANCE PUDECM PUBLISHERS INC04/20/23100-41900-50350 3374275.20 05/11/23944681VENDING MACHINE BID NOTICEECM PUBLISHERS INC04/27/23100-41900-50350 114.77 Total For Check 33742 Check 33743 337431,022.60 05/11/230510165WATER METERFERGUSON WATERWORKS #251804/25/23601-49400-50227 1,022.60 Total For Check 33743 Check 33744 337441,125.00 05/11/232317BACKFLOW PREVENTER TESTSFLOW RIGHT PLUMBING04/13/23100-43100-50223 1,125.00 Total For Check 33744 Check 33745 33745114.07 05/11/233040316APRIL 2023 - SUPPORT SERVICESGOPHER STATE ONE CALL04/30/23601-49400-50380 33745114.08 05/11/233040316APRIL 2023 - SUPPORT SERVICESGOPHER STATE ONE CALL04/30/23602-49450-50380 228.15 Total For Check 33745 Check 33746 3374673.94 05/11/239678131419FIRE HOSE ADAPTERGRAINGER04/18/23601-49400-50210 73.94 Total For Check 33746 Check 33747 33747120.00 05/11/23003401052300APRIL 2023 PD CAR WASHHOLIDAY COMPANIES05/01/23100-42100-50403 120.00 Total For Check 33747 Check 33748 33748158.00 05/11/2334254KWIK TRIP CUP SP PP 23-006LANDFORM PROFESSIONAL SERVIC04/24/23100-00000-22205 3374839.50 05/11/2334256KARINIEMI WICHT SKETCH PLAN 23-004LANDFORM PROFESSIONAL SERVIC04/24/23100-00000-22205 33748598.00 05/11/2334247WALCOTT GLEN BP22-0015LANDFORM PROFESSIONAL SERVIC04/24/23100-00000-22205-132 795.50 Total For Check 33748 Check 33749 337491,142.51 05/11/23050223TUITION REIMBURSEMENTLAWSON, JOSH05/02/23100-42100-50207 1,142.51 Total For Check 33749 Check 33750 33750389.88 05/11/23INV3806926LIGHT BULBSLIGHTBULBS.COM04/14/23100-43100-50210 389.88 Total For Check 33750 Check 33751 337511,850.22 05/11/2371941SQUAD 570 REPAIRSLITHGOW AUTOMOTIVE04/20/23100-42100-50220 33751642.15 05/11/2371941SQUAD 570 REPAIRSLITHGOW AUTOMOTIVE04/20/23100-42100-50403 2,492.37 Total For Check 33751 Check 33752 3375225,535.98 05/11/2321653WATER USAGE 1ST QUARTER 2023CITY OF MAPLE GROVE03/31/23601-49400-50310 25,535.98 Total For Check 33752 Check 33753 337533,306.00 05/11/2303312023-11ST QTR 2023 MAPLE GROVE WATER CONCITY OF MAPLE GROVE03/31/23601-49400-50310 3,306.00 Total For Check 33753 Check 33754 33754160.00 05/11/232191THERAPY SESSIONMARIE RIDGEWAY LICSW, LLC04/30/23100-41900-50300 160.00 Total For Check 33754 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 4/7Page: 05/05/2023 01:00 PM User: mung DB: Corcoran EXP CHECK RUN DATES 04/28/2023 - 05/11/2023 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 33755 33755203.43 05/11/2382976GOLF CART REPAIR SUPPLIESMENARDS BUFFALO04/17/23100-45200-50210 203.43 Total For Check 33755 Check 33756 3375638.99 05/11/2315124TIEDOWNSMENARDS MAPLE GROVE04/12/23100-42100-50210 3375621.86 05/11/2315519MAGNETIC STRIP / FLEX SEAL SPRAYMENARDS MAPLE GROVE04/19/23100-42100-50223 3375617.52 05/11/2315484DRY LUBE/T-REX TAPEMENARDS MAPLE GROVE04/19/23100-43100-50210 3375643.23 05/11/2315731POST MOUNT/CLIPMENARDS MAPLE GROVE04/24/23100-43100-50210 33756110.92 05/11/2315439CHAIR RACKSMENARDS MAPLE GROVE04/18/23100-45200-50210 3375633.74 05/11/2315438GOLF CART REPAIR SUPPLIESMENARDS MAPLE GROVE04/18/23100-45200-50210 33756161.54 05/11/23155922X8 LUMBER FASMENARDS MAPLE GROVE04/25/23204-42100-50210 427.80 Total For Check 33756 Check 33757 3375757,613.05 05/11/233659FINALED PERMITS MARCH 2023METRO WEST INSPECTION SERVIC04/25/23100-42400-50300 57,613.05 Total For Check 33757 Check 33758 3375857,155.00 05/11/2303012023MARCH 2023 SAC CHARGESMETROPOLITAN COUNCIL03/31/23602-00000-20800 57,155.00 Total For Check 33758 Check 33759 33759600.00 05/11/23102587ADESK AND ROLLING PEDESTALMINNESOTA OFFICE FURNITURE04/18/23100-41900-50210 600.00 Total For Check 33759 Check 33761 337616,000.00 05/11/2331309COUNTY ROAD 116 PROJECTNAGELL APPRAISAL & CONSULTIN03/27/23100-00000-22205-130 6,000.00 Total For Check 33761 Check 33762 33762314.55 05/11/23466250M1 5W30 (W2)NAPA AUTO PARTS - Corcoran04/19/23100-43100-50212 3376251.35 05/11/23466249OIL FILTER / COIL CORD NAPA AUTO PARTS - Corcoran04/19/23100-43100-50220 3376245.88 05/11/23466513HYD/HOSE FITTINGSNAPA AUTO PARTS - Corcoran04/20/23100-43100-50220 33762147.20 05/11/23468581AIR FILTER/SPARK PLUGS/WIPERSNAPA AUTO PARTS - Corcoran05/01/23100-43100-50220 558.98 Total For Check 33762 Check 33763 33763192.31 05/11/2305022023DEPENDENT CARE REIMBURSEMENTNATALIE DAVIS MCKEOWN05/01/23100-00000-21710 192.31 Total For Check 33763 Check 33764 3376411,738.31 05/11/232023-32023 3RD BENCHMARKNW TRAILS ASSOCIATION04/26/23100-45200-50530 11,738.31 Total For Check 33764 Check 33765 3376510.89 05/11/23309413192001OFFICE SUPPLIESODP BUSINESS SOLUTIONS, LLC04/26/23100-41410-50210 3376541.96 05/11/23309413192001OFFICE SUPPLIESODP BUSINESS SOLUTIONS, LLC04/26/23100-41900-50200 3376514.46 05/11/23309413192001OFFICE SUPPLIESODP BUSINESS SOLUTIONS, LLC04/26/23100-41900-50210 67.31 Total For Check 33765 Check 33766 33766136.50 05/11/230001437793H.S.A MAINTENANCE FEE (JAN, FEB, MOPTUM04/17/23100-41900-50300 136.50 Total For Check 33766 Check 33767 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 5/7Page: 05/05/2023 01:00 PM User: mung DB: Corcoran EXP CHECK RUN DATES 04/28/2023 - 05/11/2023 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 33767 337671,500.00 05/11/2304242023WELLNESS TRAVEL REIMBURSEMENTPETE EKENBERG04/26/23100-41900-50430 33767214.84 05/11/2304202023MILEAGE - CHIEF'S CONFERENCE PETE EKENBERG04/20/23100-42100-50207 1,714.84 Total For Check 33767 Check 33768 3376811,918.26 05/11/2329046SCANNING PROJECTSCANNING AMERICA, INC04/18/23210-41920-50300 11,918.26 Total For Check 33768 Check 33769 33769286.78 05/11/23391283315-257CELL SERVICE 3/15/23 - 4/14/23SPRINT04/18/23100-43100-50321 286.78 Total For Check 33769 Check 33770 337701,872.45 05/11/2305-2023MAY 2023 LIFE INSURANCE PREMIUMSSTANDARD INSURANCE COMPANY04/17/23100-00000-21709 1,872.45 Total For Check 33770 Check 33771 3377160.00 05/11/23040623NOTARY REAPPOINTMENT/TACTICAL DOOR PAULA STEELMAN04/06/23100-42100-50210 33771120.00 05/11/23040623NOTARY REAPPOINTMENT/TACTICAL DOOR PAULA STEELMAN04/06/23100-42100-50433 180.00 Total For Check 33771 Check 33772 3377248.99 05/11/23I1630464NEW HIRE UNIFORM - A. BURNSSTREICHER'S POLICE EQUIPMENT04/27/23100-42100-50417 3377248.00 05/11/23I1630466NAVY SERGEANT HATSTREICHER'S POLICE EQUIPMENT04/27/23100-42100-50417 96.99 Total For Check 33772 Check 33773 33773465.00 05/11/2310193622POLICE TIRES (3)SUBURBAN TIRE WHOLESALE INC04/21/23100-42100-50220 465.00 Total For Check 33773 Check 33774 33774457.92 05/11/23052022UNION DUES/TLDF MAY 2023TEAMSTER LOCAL 32005/01/23100-00000-21707 457.92 Total For Check 33774 Check 33775 3377575.00 05/11/233609221-202304-PD INVESTIGATIONS - APRIL 2023TRANSUNION RISK & ALTERNATIV05/01/23100-42100-50300 75.00 Total For Check 33775 Check 33776 33776880.00 05/11/2323050100CITY HALL & PD CLEANINGULTIMATE CLEANERS LLC05/01/23100-41900-50401 880.00 Total For Check 33776 Check 33777 33777119.99 05/11/2303770-174746782023 COMMUNICATION SUBSCRIPTIONCANVAS SOLUTIONS INC05/01/23100-41130-50325 3377721.46 05/11/2304052023EBAY - PHONE BRACKETCREDIT CARD PURCHASES04/05/23100-42100-50200 33777179.63 05/11/2386757965EVIDENCE ROOM SUPPLIESULINE04/25/23100-42100-50200 337771,000.00 05/11/231CBB771DLP PROJECTOR CDW GOVERNMENT04/24/23100-42100-50207 33777108.66 05/11/2304242023HILTON GARDEN - TRAINING LODGING - CREDIT CARD PURCHASES04/24/23100-42100-50207 3377719.07 05/11/2304252023OLIVES - TRAINING MEAL - ANDRESSCREDIT CARD PURCHASES04/25/23100-42100-50207 33777649.00 05/11/23452TRAINING - OLSONECKBERG LAMMERS, P.C.04/30/23100-42100-50207 3377792.70 05/11/2304.25.23SPRING TRAINING - FADDEN/STEELMANPLEAA04/25/23100-42100-50207 337771,000.00 05/11/231CBB771DLP PROJECTOR CDW GOVERNMENT04/24/23100-42100-50209 33777907.29 05/11/231CBB771DLP PROJECTOR CDW GOVERNMENT04/24/23100-42100-50210 3377737.13 05/11/23AAAU6LGQAEBBCULVER'S - FIREARM SAFETY - MEALSCREDIT CARD PURCHASES04/21/23100-42100-50210 3377780.00 05/11/23INV00264282PD SHIFT PLANNING (04/20/2023-05/1HUMANITY LLC04/20/23100-42100-50300 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 6/7Page: 05/05/2023 01:00 PM User: mung DB: Corcoran EXP CHECK RUN DATES 04/28/2023 - 05/11/2023 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 33777 3377714.94 05/11/2304212023FAS SUPPLIES - WATERCORCORAN CROSSROADS MARKETPL04/21/23204-42100-50210 33777467.49 05/11/23FAS04222023DIMAGIOS PIZZA - FAS SUPPLIES - FOCREDIT CARD PURCHASES04/22/23204-42100-50210 33777439.67 05/11/2304202023SAM'S CLUB - FAS FIELD DAY SUPPLIECREDIT CARD PURCHASES04/20/23204-42100-50210 3377793.12 05/11/23S0129009488SIERRA - FIREARM SAFETY SUPPLIESCREDIT CARD PURCHASES04/20/23204-42100-50210 3377727.74 05/11/23AAAU6LGQACA7CULVER'S - FIREARM SAFETY - MEALSCREDIT CARD PURCHASES04/21/23204-42100-50210 33777186.59 05/11/2304222023FIREARM SAFETY - MEALS PEG'S COUNTRYSIDE CAFE04/22/23204-42100-50210 337771,000.00 05/11/231CBB771DLP PROJECTOR CDW GOVERNMENT04/24/23207-42100-50210 6,444.48 Total For Check 33777 Check 33778 33778327.06 05/11/2346313PD GOLF CART - HEADLIGHT ASSEMBLIEVERSATILE VEHICLES, INC.04/17/23100-42100-50220 327.06 Total For Check 33778 Check 33779 3377972.00 05/11/23923869MT/BAL SQUAD CAR TIRESWESTSIDE WHOLESALE TIRE04/21/23100-42100-50220 72.00 Total For Check 33779 Check 33780 33780147,735.00 05/11/23INV00000169635TRAIL HAVEN BRIDGE REPLACEMENTWIESER CONCRETE PRODUCTS INC02/16/23408-48009-50530 147,735.00 Total For Check 33780 Check 33781 337811,274.08 05/11/23825565243PW BUILDING ELECTRICITYXCEL ENERGY04/25/23100-43100-50381 1,274.08 Total For Check 33781 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 7/7Page: 05/05/2023 01:00 PM User: mung DB: Corcoran EXP CHECK RUN DATES 04/28/2023 - 05/11/2023 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number 135,338.98 Fund 100 GENERAL FUND 1,391.09 Fund 204 FIREARMS SAFETY 1,000.00 Fund 207 TRUCK SAFETY 11,918.26 Fund 210 ARPA FUND 147,735.00 Fund 408 PAVEMENT MANAGEMENT 30,190.59 Fund 601 WATER 58,062.83 Fund 602 SEWER Fund Totals: 385,636.75 Total For All Funds: STAFF REPORT Agenda Item: 7d. Council Meeting: May 11, 2023 Prepared By: Dwight Klingbeil Topic: Agriculture Preserve Application (City File. No. 23-010) Action Required: Approval 60-Day Review Deadline: June 16, 2023 1.Application Request Ann Scherber requests City approval for initiation of the Metropolitan Agricultural Preserve program on two parcels consisting of 150.3 acres of land owned by D A Scherber Et Al Rev Trust at 22622 County Road 10 (PIDs 08-119-23-42-0002 & 17- 119-23-11-0001). 2.Background The landowners recently split one 22622 County Road 10 (08-119-23-42-0002) through a land division process exempt from City approvals per state statute. The new 26.43-acre and 87.78-acre lots will continue to be farmed as a single unit with PID 17-119-23-11-0001, but the new lots have not yet been assigned new PIDs by the County. These parcels was previously enrolled in the Agricultural Preserve program but expired June 21, 2022. An amendment to the 2040 Future Land Use Map is required to continue the Agricultural Preserve designation on these parcels. The properties are zoned as Rural Residential and outside the Metropolitan Urban Service Area (MUSA) shown on the City’s Comprehensive Plan. 3.Analysis of Request Ann Scherber, the Trustee, is applying to commence enrollment in the Ag Preserve program without an initiation of expiration. This is consistent with the requirements of Minnesota State Statute §473H. 4.Recommendation Move to adopt Resolutions 2023-45 approving designation. Attachments: 1.Resolution 2023-45 2.Aerial Location Map 3.2040 Land Use Map City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-45 Page 1 of 7 Motion By: Seconded By: A RESOLUTION APPROVING A REQUEST FOR METROPOLITAN AGRICULTURAL PRESERVE DESIGNATION FOR 150.3 ACRES OF LAND OWNED BY D A SCHERBER ET AL REV TRUST AT 22622 COUNTY ROAD 10 (PID 08-119-23-42- 0002 & 17-119-23-11-0001) (CITY FILE 23-010) WHEREAS, the property owner of 150.3 acres of land currently identified by PIDs 08-119- 23-42-0002 and 17-119-23-11-0001 requests approval of an Agricultural Preserve designation for property legal described as follows: See Attachment 1. WHEREAS, the above described parcel is located outside of the Metropolitan Urban Service Area (MUSA); WHEREAS, the owner of the described property made an official application for their designation as an agricultural preserve attached to this resolution as Attachment A; WHEREAS, the property owners request the City of Corcoran to submit an Affidavit of Authority attached to this resolution as Attachment B; and WHEREAS, the property owner completed the Metropolitan Agricultural Preserves Restrictive Covenant attached to this resolution as Attachment C; and WHEREAS, the requirements regarding size, covenants, development density and other stipulations of the act are deemed legally satisfied. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the property is hereby designated as Agricultural Preserve. BE IT FUTHER RESOLVED, the property be classified as “Agricultural Preserve” in the 2040 Future Land Use Plan of the Comprehensive Plan and the related zoning district which will create more stringent zoning rules for the duration of the requested designation. No subdivisions can occur unless and until said properties are removed from the Ag Preserve Program. City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-45 Page 2 of 7 VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 11th day of May 2023. ________________________________ Tom McKee – Mayor ATTEST: ____________________________________ City Seal Michelle Fredrick – City Clerk City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-45 Page 3 of 7 ATTACHMENT 1 Legal Description for 17-119-23-11-0001 That Part of the Northeast Quarter lying North of County Road Number 10 and East of the West 3 Acres Thereof Except Road, all in Section 17, Township 119, Range 23, Hennepin County, Minnesota, according to the recorded plat thereof. Legal Description for 08-119-23-42-0002 prior to lot split The North half of the Southeast Quarter of Section 8 and the Southwest Quarter of the Southeast Quarter of Section 8, except roads, all in Section 8, Township 119, Range 23, Hennepin County, Minnesota, according to the recorded plat thereof. The West 3 acres of that part of the Northeast Quarter of Section 17 lying North of County Road Number 10, except the West 200.5 feet thereof, except road, all in Section 17 Township 119, Range 23, Hennepin County, Minnesota, According to the recorded plat thereof. Anticipated Legal Descriptions for 08-119-23-42-0002 after lot split Lot 1 The Northeast Quarter of the Southeast Quarter and that part of the Northwest Quarter of the Southeast Quarter lying East of the West 500.00 feet thereof and that part of the Southwest Quarter of the Southeast Quarter lying East of the West 402.95 feet thereof, all in Section 8, Township 119, Range 23, Hennepin County, Minnesota. Lot 2 The West 500.00 feet of the Northwest Quarter of the Southeast Quarter of Section 8, Township 119, Range 23, Hennepin County, Minnesota. AND The West 3.0 acres of the Northwest Quarter of the Northeast Quarter of Section 17, Township 119, Range 23, Hennepin County, Minnesota, lying Northerly of County Road No. 10, EXCEPT the West 200.50 feet thereof. AND The West 402.95 feet of the Southwest Quarter of the Southeast Quarter of Section 8, Township 119, Range 23, Hennepin County, Minnesota. EXCEPT: City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-45 Page 4 of 7 The West 200.50 feet of the South 320.00 feet of the Southwest Quarter of the Southeast Quarter of Section 8, Township 119, Range 23, Hennepin County, Minnesota. ALSO EXCEPT: The West 130.00 feet of the North 300.00 feet of the South 620.00 feet of the Southwest Quarter of the Southeast Quarter of Section 8, Township 119, Range 23, Hennepin County, Minnesota. City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-45 Page 5 of 7 ATTACHMENT A Application for Initiation Placement of Land Into A Metropolitan Agricultural Preserve City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-45 Page 6 of 7 ATTACHMENT B Affidavit of Authority City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-45 Page 7 of 7 ATTACHMENT C Metropolitan Agricultural Preserves Restrictive Covenant Hennepin County Locate & Notify Map 0 410 820205 Feet Date: 5/1/2023 Buffer Size:Map Comments: This data (i) is furnished 'AS IS' with no representation as tocompleteness or accuracy; (ii) is furnished with no warranty of anykind; and (iii) is notsuitable for legal, engineering or surveyingpurposes. Hennepin County shall not be liable for any damage, injuryor loss resulting from this data. For more information, contact Hennepin County GIS Office300 6th Street South, Minneapolis, MN 55487 / gis.info@hennepin.us STAFF REPORT Agenda Item: 7e. Council Meeting: May 11, 2023 Prepared By: Maggie Ung Topic: 2023 Fee Schedule Amendment Action Required: Approval Summary At the Council meeting on December 22, 2022, the 2023 Fee Schedule was adopted. Staff is recommending an amendment to the Maple Grove water connection charges. The charges follow the Maple Grove fee schedule and was not reflected in the 2023 Fee Schedule. Financial/Budget The fee schedule sets the amounts charged for various items/services. Options 1.Adopt Ordinance 2023-485 Amending the 2023 Fee Schedule. 2.Amend Ordinance 2023-485 Amending the 2023 Fee Schedule. Recommendation Staff recommends adopting Ordinance 2023-485 Amending the 2023 Fee Schedule. Council Action Consider a motion to adopt Ordinance 2023-485 Amending the 2023 Fee Schedule. Attachments 1.Ordinance 2023-485 Amending the 2023 Fee Schedule 2.2023 Amended Fee Schedule City of Corcoran May 11, 2023 County of Hennepin State of Minnesota ORDINANCE NO. 2023-485 Motion By: Seconded By: AN ORDINANCE AMENDING 2023 FEE SCHEDULE The Corcoran City Council ordains as follows: Section 1. Purpose. The Corcoran City Council has determined that the fees to be charged by the City for development, inspections, and other related services shall be adopted by ordinance. Section 2. Amendment of the 2023 Fee Schedule. The fees to be charged by the City of Corcoran for 2023 are listed on the attached Exhibit A, (copy is available at City Hall); that said fee schedule is hereby adopted. Section 3. Continuation/Amendment. Any amendment to the fee schedule shall be made annually, or more often if necessary, by ordinance; if there are no amendments to the fee schedule, the most recently adopted fee schedule ordinance shall remain in force and effect until amended. Effective Date. This Ordinance shall be in full force and effect upon its publication and passage. ADOPTED by the City Council on the 11th day of May 2023. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Tom McKee – Mayor ATTEST: City Seal Michelle Friedrich – City Clerk Records & Service for City Document Processing Fees Code Books Recycling Fee Copies City Park - Picnic Facility Labor/Staff Research Engraved Memorial Bricks Late Fees / Penalties / Cancellation Administrative Fees - Rentals Liquor/Tobacco/Lawful Gambling Grading & Land Reclamation Permit Burning Permit Overweight Vehicle Permit Driveway Permit Sign Permit Utility Permit Police Reports Rental Fee Car Seat Checks Vehicle Impound Police Patch Animal Impound Finger Printing Event Security Rates False Alarm Fire Emergency Emergency Communications Systems Fee False Alarm Police Fire Department Entry Key Lock Box Firearm & Hunting Permits Equipment Usage Swing Away Mail Box Arms Public Works Labor Street Department Fees Lawn Mowing - Property Cleanup Water Fees Connection Fees Sanitary Sewer Fees Other Utility Fees Building Permit and Related Fees Public Works Planning Development & Zoning Fees Land Use Permit/Application Type Utility Rates CITY OF CORCORAN 2023 FEE SCHEDULE Table of Content Public Safety Licenses & Miscellaneous Permits Administrative Fees CITY OF CORCORAN 2023 FEE SCHEDULE Notes ADMINISTRATIVE FEE SCHEDULE Records & Service for City Document (Includes Tax) Assessment Search from County USB Flash Drive Interest charge on 30 day past due Escrow accounts Notary Fee - per document Candidate Filing Fee Code Books Code Book (Codes/Zoning/Subd) Binder Municipal Code Only Subdivision Code Only Zoning Code Only Comprehensive Plan Book Printed - special order Copies Copies black/white - up to 8 1/2x14 per page Copies black/white - 11 x 17 per page Copies Color up to 8 1/2x14 pp Copies Color 11x17 Copies Oversize (Larger than 11X17) - Special Order Labor/Staff Research Data Request Retrieval Cost per hour Normal Business Hrs (1 hr minimum) per hour After Hours (1 hr minimum) per hour Late Fees / Penalties / Cancellation Returned Check Fee ACH Return / NSF (non-sufficient fund) Chargeback Delinquent Fee Permit Cancellation Fee Processing Fees Recreation Credit Card Processing Fee - Transactions under $100.00 Recreation Credit Card Processing Fee - Transactions over $100.00 InvoiceCloud Credit Card Processing Fee - Utility Bills InvoiceCloud Credit Card Processing Fee - Building Permits InvoiceCloud Credit Card Processing Fee - Miscellaneous Maps Color Maps - on cardstock Oversized or Laminated - special order Topos - special order Recycling Fee Recycling Fee - Annually Recycling Delinquent Fee Recycling Provider Late Fee City Park - Picnic Facility Group 1 (Local Non-Profit Groups): NW Area Jaycees, Corcoran Lions, Pioneer Society, NW Trails, Corcoran Garden Club, Corcoran Bee Club, St. John's Lutheran School *Damage deposit required Group 2: Corcoran Residents *Damage deposit required Damage Deposit - Required for All Rentals / Amenities Pavilion Rental Fee Soccer/Football/Baseball - per field (per hour usage | minimum 2 hours) Lights (Lions Field only) - Additional per game Scoreboard and PA System (Snyder Field only | per game) Tennis Courts - All courts 2 hour usage Engraved Memorial Bricks (tax included) 4 x 8 Engraved Brick 12 x 12 Engraved Brick Engraved Stone (Large) Engraved Stone (X-Large) 48" Maintenance Free Bench Concrete Bench - 22 Characters Granite Bench *Product and prices subject to change with vendors Administrative Fees - Rentals Mutiple Date Change Fee (1 Date Change Per Year Free) 100.00 0.25 0.55 1.00 2023 FEE 25.00 10.00 0.10 1.00 10.00 65.00 65.00 35.00 35.00 100.00 35.00 35.00 10.00 1.50 Varies Salary of the lowest-paid entity employee who can complete the task 65.00 3.25% 2.50 3.00 Varies 25.00 N/C 3.49% less $3.49 1.25% N/C 10% Discount 350.00 100.00 Varies 51.42 10.00 1.5% per month 50.00 100.00 135.00 175.00 Varies* 22.00 30.00 25.00 15.00 Varies* Varies* 10.00 CITY OF CORCORAN 2023 FEE SCHEDULE Notes ADMINISTRATIVE FEE SCHEDULE 2023 FEE Licenses & Miscellaneous Permits Liquor/Tobacco/Lawful Gambling License/Permit Temporary 3.2 Malt Liquor License - 1 - 4 Day Event Temporary Malt Liquor License - 1 - 4 Day Event Temporary 3.2 Malt Liquor License - Annual Max On Sale 3.2 Malt Liquor Off Sale 3.2 Malt Liquor Investigation (New/Transfer License) On Sale Intoxicating Liquor On Sale Wine Off Sale Intoxicating Liquor (Fee limited by State Law) Sunday Sale Intoxicating Liquor (Fee limited by State Law) Investigation Fee (New/Transfer License) 2:00 am Closing Tobacco License Fireworks Permit-Per Event Hobby Kennel - Annual Fee Exempt Gambling Permit - Held at Non-Premise Permitted Site Exempt Gambling Permit - Held at a Premise Permitted Site (ie. Conducts Regular Charitable Gambling Activities Solid Waste Hauler License Application Burning Permit Valid for 1 month Valid for 6 months Public Safety Police Reports Police Reports - Per Page Audio/Video on USB Flash Drive Normal Business Hrs (1 hr min.) per hour Car Seat Checks Resident Non-Resident - 1st Seat Non-Resident - Additional Seats Police Patch Police Patch - Available Only to Full-time Police Officers Finger Printing Resident Non-Resident Additional Cards - Resident Additional Cards - Non-Resident False Alarm Fire/Medical Emergency 2-3 In any 12-month period ( Each) 4+ In any 12-month period (Each) False Alarm Police 1-3 In any 12-month period 4+ In any 12-month period Firearm & Hunting Permits Shooting Range Annual Review Fee Goose Lake Hunting Permit Permit to Purchase/Transfer Rental Fee Range contract per day (law enforcement agencies only) Command Post per day Vehicle Impound Vehicle Impound Release Storage Fee Daily Animal Impound 1st Offense (Plus impound fees to shelter) 2nd and Subsequent Offenses (Plus impound fees to shelter) No Kennel License Event Security Rates Officer - per hour Officer - per hour Holiday rate Reserve Officer - per hour 25.00 25.00 2,000.00 150.00 200.00 300.00 Paid to State 100.00 100.00 25.00 100.00 4,000.00 75.00 10.00 50.00 150.00 50.00 75.00 N/C 50.00 0.25 10.00 Salary of the lowest-paid entity employee who can complete the task N/C N/C 25.00 N/C 25.00 10.00 5.00 N/C 100.00 250.00 10.00 5.00 75.00 150.00 10.00 35.00 21.48 42.96 N/C 100.00 250.00 50.00 100.00 125.00 30.00 CITY OF CORCORAN 2023 FEE SCHEDULE Notes ADMINISTRATIVE FEE SCHEDULE 2023 FEE Emergency Communications Systems Fee Per Single Residential Unit Up to 4 Units Up to 10 Units For Any Number of Units Above 10 Units Fire Department Entry Key Lock Box DAMA Box and/or Mounting Kits Recreational Vehicle Permit Recreational Vehicle Permit *Term depends on year issued 100.00 200.00 500.00 1,000.00 Cost plus 10% $10.00 per year CITY OF CORCORAN 2023 FEE SCHEDULE Notes ADMINISTRATIVE FEE SCHEDULE 2023 FEE Public Works Equipment Usage Per Hour (Government Agency Assistance) Tractor/Backhoe Dump Truck Front End Wheel Loader Road Grader Skid Loader Wood Chipper Public Works Labor Per Hour Lawn Mowing - Property Cleanup Mowing 1 acre & under Mowing over 1 acre - $315 + additional hourly rate Contract tree and weed removal Contract rubbish removal Swing Away Mail Box Arms (Sales Tax included) Post only (mailbox not included) Post and Installation (mailbox not included) Street Department Fees Street Sign Install Labor (Per hour) Bituminous Trail Reimbursement Cost (per lineal foot) Culvert priced per foot Grading & Land Disturbance Permit Greater than 50 Cubic Yards (or less than 50 Cubic Yards non-exempt) One Acre or greater of disturbance Driveway Review (New or Altered Access) Escrow Determined by City Engineer or City Representative* Engineering Review - per hour Overweight Vehicle Permit Agriculture Commercial Tow Truck Daily Permit - Non Exempt Emergency Seasonal - Emergency (Septic, Liquid Propane & Similar) No Permit Penalty All Charges are Per Truck - Permits are Restricted Utility Permit Utility Work in the Right-of-Way - IE:Comcast, Century Link, CenterPoint Energy, Wright-Hennepin, etc Local Government Unit Fees Non-Refundable Application Fee Escrow Exemption Certificates 200.00 1,000.00 Determinations 200.00 1,000.00 Delineation Review 200.00 2,000.00 Pond Excavations 200.00 1,000.00 Wetland Replacement Plans <10,000 SF Impact on Single Basins or , 1/4 Acre Impact for Private Driveways 400.00 2,000.00 All Other Replacement Plans 400.00 2,500.00 Replacement Plan in Conjunction with Wetland Banking 400.00 3,500.00 All Other Wetland Banking Applications 400.00 3,500.00 Monitoring - Per Basin 400.00 6,000.00 * Additional Weland Replacement Plan and Banking Escrows and Sureities are determined on a site-specific basis. Wetland Conservation Act Violations (Restoration Order) Any person or entity that fails to obtain a permit under City Ordinance prior to performing work shall pay a penalty of two times the original permit fee and shall be required to pay all costs associated with enforcement, including reasonable attorney’s fees. 315.00 85.00 Cost + 65.00 Cost + 65.00 65.00 Moved to Public Works section 100.00 Per FEMA's Current Schedule of Equipment Rates 750.00 100.00 N/C Double Fee 100.00* Varies -1000.00 Minimum Contract Rate N/C 17.00 Cost + 65.00 100.00* 300.00* 65.00 150.00 75.00 CITY OF CORCORAN 2023 FEE SCHEDULE Notes ADMINISTRATIVE FEE SCHEDULE 2023 FEE Planning Development & Zoning Fees Land Use Permit/Application Type Non-Refundable Application Fee Escrow Agriculture Preserve Application - Placement (fee limited by state) 50.00 - Agriculture Preserve Application - Removal (fee limited by state) 50.00 - Administrative Permit 100.00 1,000.00 Minor Subdivision, Lot Line Adjustment/Consolidation 100.00 1,500.00 Certificate of Compliance 80.00 - Development Rights Appeal 100.00 500.00 Comprehensive Plan Amendment 1,000.00 2,200.00 Conditional Use Permit (CUP)550.00 2,200.00 Conditional Use Permit (CUP) Amendment 200.00 1,000.00 Environmental Review 500.00 5,000.00 Interim Use Permit 500.00 2,000.00 Final Plat – Base Fee Regular / OSP 400.00 5,000.00 Final Plat – Per Lot Regular /OSP 15.00 - Residential Park Dedication Fees (Subdivision Ordinance) Section 955 Single Family Per Unit 5,954.00 - Multi Family Per Unit 4,040.00 - Commerical and Industrial Per Acre 5,866.00 - Preliminary Plat – Base Regular / OSP 400.00 5,000.00 Preliminary Plat – Per Lot Regular / OSP 15.00 - PUD -Preliminary Development Plan 575.00 5,000.00 PUD - Final Development Plan 500.00 5,000.00 PUD - Sketch Plat/Plan Review 450.00 2,000.00 Rezoning 575.00 2,000.00 Sign - Wetland Buffer Sign (per sign - requires site inspection)20.00 - Sign - Development Notice Sign $165.00 first sign/ $50.00 each additional 165.00 - Site Plan 425.00 1,500.00 Site Plan Amendment - Minor 200.00 1,000.00 Sketch Plat/Plan Review - Regular / OSP 450.00 1,750.00 Topography Exemption, Wetland Waiver, Electronic File Waiver 200.00 1,000.00 Vacation 350.00 1,000.00 Variance 550.00 2,000.00 Zoning/Subdivision Code Amendment 700.00 2,000.00 Infrastructure Feasibility Study / Review 5,000.00 Additional Escrow May Be Required on a Project by Project Basis Meeting with City Consultants and City Staff (first hour no charge)Over 1 hour Contract fee 500.00 Public Works Director Review - per hour 90.00 Additional Escrow May Be Required on a Project by Project Basis City Planner Review - per hour 65.00 Additional Escrow May Be Required on a Project by Project Basis Fence Permit Fence (residential within 6’ of property line)35.00 Zoning and Setback Review Only Sign Permit No Planning Commission Review - Temporary 35.00 No Planning Commission Review - Permanent 150.00 Any fence taller than 7’ requires a building permit fee based on valuation + state surcharge CITY OF CORCORAN 2023 FEE SCHEDULE 2023 FEE 2022 Fee UTILITY FEE SCHEDULE WATER FEES Residential Water Base Fees - per month 21.63 Water Usage Rates - residential (monthly use) per 1,000 gallons Tier 1: 0 gallons to 4,999 gallons 2.31 Tier 2: 5,000 gallons to 8,999 gallons 2.78 Tier 3: 9,000 gallons to 19,999 gallons 3.48 Tier 4: 20,000 gallons and over 4.49 Multi-Residential (7+ units) Water Base Fees - per month 21.63 Water rates - Multi-residential (monthly use) per 1,000 gallons Tier 1: 1,000 gallons +2.78 * REU = residential equivalent unit Non-Residential Water Base Fees - per month Non residential - Under 1" Meter 26.73 Non residential - 1" to 3" Meter 26.73 Non residential - Over 3" Meter 34.61 Water rates - non residential (monthly use) per 1,000 gallons Tier 1: 1,000 gallons +2.78 SANITARY SEWER FEES Residential Sewer Base Fees - per month 30.45 Sewer rates - residential (monthly use) per 1,000 gallons Existing Customers - Based on Winter Water Usage (November-March)3.02 New Customers - Based on 4,500 gallons per month 3.02 Multi-Residential Sewer Base Fees - per month 30.45 Sewer rates - non residential (monthly use) per 1,000 gallons Tier 1: 1,000 gallons +3.02 Non-Residential Sewer Base Fees - per month 30.45 Sewer rates - non residential (monthly use) per 1,000 gallons Tier 1: 1,000 gallons +3.02 Manufactured Homes Park Sewer rates - (monthly use) per 1,000 gallons Maple Hill Estates (804,000 gallons per month)3.85 CITY OF CORCORAN 2023 FEE SCHEDULE 2023 FEE 2022 Fee UTILITY FEE SCHEDULE CONNECTION FEES Trunk Line Availability Charge (TLAC) Watermain & Raw Water - Trunk Line Availability Charge (TLAC) - per acre: Southeast 9,197.81 Treatment & Storage - Trunk Line Availability Charge (TLAC) - per acre: Southeast 12,433.97 Watermain & Raw Water - Trunk Line Availability Charge (TLAC) - per acre: Northeast 12,198.97 Treatment & Storage - Trunk Line Availability Charge (TLAC) - per acre: Northeast 24,922.12 Sewer Trunk Line Availability Charge (TLAC) - per acre 7,526.31 Connection Fees - City of Corcoran Water Connection Fee (per unit) - Single Family 1,294.00 Water Connection Fee (per unit) - Multi-Family 1,034.00 Water Connection Fee (per unit) - Non-Residential 1,294.00 Sewer Connection Fee (per unit) - Single Family 1,280.00 Sewer Connection Fee (per unit) - Multi-Family 1,024.00 Sewer Connection Fee (per unit) - Non-Residential 1,280.00 Connection Fees - City of Maple Grove (Per Maple Grove Fee Schedule) Water Connection Fee (per unit) - Residential/individual laundry facilities 2,999.00 2,942.00 Water Connection Fee (per unit) - Residential/ no individual laundry facilities 2,399.00 2,942.00 Water Connection Fee (per acre) - Commercial/Industrial/Mixed 11,996.00 11,767.00 Water Connection Fee (per acre) - All other Churches which do not house weekday school, preschool, and/or daycare activities 5,998.00 11,767.00 Parks, per acre (0.5 times low density residential rate)1,500.00 Volumetric Charges - per 1,000 gallons 2.3600 Connection Fees - Metropolitan Council Sewer Access Charge (SAC)2,485.00 Meter Fees Meter - standard Cost plus 10% Meter - larger than standard Cost plus 10% Meter Inspection 65.00 Meter - Temporary Installation 65.00 OTHER UTILITY FEES Miscellaneous Fees Maple Grove Serviced Properties Cost plus 10% Broken Water Meter Fee - payable by each user for each month (Based on 4,500 gallons of water used per month)10.40 Late/Past Due Payments Delinquent Utility Fee 10.00 Late Payment Penalty 10% of unpaid bill Water Disconnect 65.00 Water Reconnect 65.00 Bulk Water Sales Set Up/Administrative Fee 65.00 Water Meter Rental Deposit 1,000.00 Tier 1: 1,000 gallons +2.78 2023 CITY OF CORCORAN BUILDING PERMIT AND RELATED FEES SCHEDULE BUILDING PERMIT FEE - Fee is 100% of the adopted fee schedule below, plus State surcharge and applicable reviews listed below. TOTAL VALUATIONS BUILDING PERMIT FEE SCHEDULE (Residential & Commercial) $1.00 to $500.00 $21.00 $501.00 to $2,000.00 $21.00 for the first $500.00 plus $2.75 for each additional $100.00, or fraction thereof, to and including $2,000.00. $2,001.00 to $25,000.00 $62.25 for the first $2,000.00 plus $12.50 for each additional $1,000.00, or fraction thereof, to and including $25,000.00. $25,001.00 to $50,000.00 $349.75 for the first $25,000.00 plus $9.00 for each additional $1,000.00, or fraction thereof, to and including $50,000.00. $50,001.00 to $100,000.00 $574.75 for the first $50,000.00 plus $6.25 for each additional $1,000.00, or fraction thereof, to and including $100,000.00. $100,001.00 to $500,000.00 $887.25 for the first $100,000.00 plus $5.00 for each additional $1,000.00, or fraction thereof, to and including $500,000.00. $500,001.00 to $1,000,000.00 $2,887.25 for the first $500,000.00 plus $4.25 for each additional $1,000.00, or fraction thereof, to and including $1,000,000.00. $1,000,001.00 and up $5,012.25 for the first $1,000,000.00 plus $2.75 for each additional $1,000.00, or fraction thereof PLAN REVIEW FEE: 65% of the Building Permit Fee calculated from the above schedule. REPETITIVE PLAN REVIEW FEE: 25% of the Building Permit Fee calculated from the above schedule PLAN REVIEW FEE IS NON-REFUNDABLE STATE SURCHARGE: Based on the table below. For valuation use the fees listed above BUILDING VALUATION STATE SURCHARGE* One Million or less .0005 x valuation with minimum of $1.00 for Flat Rate Permits [up to $10,010 valuation] $1,000,001 to $2,000,000 $ 500 + .0004 x (Value -$1,000,000) $2,000.001 to $3,000,000 $ 900 + .0003 x (Value - $2,000,000) $3,000,001 to $4,000,000 $1200 + .0002 x (Value - $3,000,000) $4,000,001 to $5,000,000 $1400 + .0001 x (Value - $4,000,000) Greater than $5,000,000 $1500 + .00005 x (Value - $5,000,000) SEC FEE: .0005 x permit valuation for all Building Permits except Re-Roof, Re-side, Re-Window, Decks & Interior Remodels. Minimum $150.00 New Home or Commercial Construction, Minimum $50.00 on any other non-exempt construction ZONING AND SET BACK REVIEW: $25.00 for permits requiring review, $75.00 for New Construction plus any costs for City Planner to review. Agricultural Structure requires a Certificate of Compliance. EMERGENCY COMMUNICATIONS SYSTEMS FEE: $100.00 for new construction single family homes. Multiple residential unit rates per adopted fee schedule. 2023 CITY OF CORCORAN BUILDING PERMIT AND RELATED FEES SCHEDULE OVER THE COUNTER PERMITS Re-Roof, Re-side and Windows $90.00 each + State Surcharge Fee ($1.00) General Plumbing (Residential) $50.00 minimum + additional $5.00 per fixture + State Surcharge Fee ($1.00) Water Heaters / Water Softeners (change out only) Water Heater $35.00 per unit + State Surcharge Fee ($1.00) Water Softener $35.00 per unit + State Surcharge Fee ($1.00) Mechanical (Residential) $75.00 per unit + State Surcharge Fee ($1.00) (Furnace, AC or Gas line) Additional $10.00 gas fitting/connection fee for each unit over 3 units The following qualify as a “unit” Furnace, AC, Air Exchange, In-floor heat, Boiler, Geothermal System, Ground System Heat Pump, Garage Heater, etc. Gas Fireplace $75.00 + State Surcharge Fee ($1.00) *State Surcharge fee is subject to State change OTHER INSPECTIONS AND FEES Inspection outside normal business hours; minimum two hour charge $90.00 per hr. Re-inspection Fee $45.00 per hr. Inspections for which no fee is specifically indicated $60.00 per hr. Site Inspection Fee RESIDENTIAL $45.00 ea. COMMERCIAL $80.00 ea. Additional plan review required by changes, additions, or revisions to approved plans (min. ½ hour charge) $60.00 per hr. Miscellaneous and special services per contract $60.00 per hr. Water Hook Up/Connection Permit (Plan review and inspection of the connection to the municipal water system for existing properties) $100.00 + $45.00 for per additional inspection Sewer Hook Up/Connection Permit (Plan review and inspection of the connection to the municipal water system for existing properties) $100.00 + $45.00 for per additional inspection Pre-Move inspection $150.00 ea. Moved – In structure (not including foundation, interior remodel, etc.) $250.00 ea. Commercial Plumbing permit and plan review Based on valuation Commercial Mechanical permit and plan review Based on valuation Electrical Inspections (Residential & Commercial) Per State Inspector Demolition Residential $150.00 + State Surcharge ($1.00) Commercial $250.00 + State Surcharge ($1.00) Mobile Home Installation $250.00 + State Surcharge ($1.00) Permit Cancellation Fee $25.00 + Plan Review Fee Replacement Permit Card Fee $30.00 2023 CITY OF CORCORAN BUILDING PERMIT AND RELATED FEES SCHEDULE CERTIFICATE OF SURVEY City Ordinance Title IV: 40-2 Certificate of Survey requirement. A certificate of survey shall be required with all building permit applications for new construction and building permits that enlarge or alter the footprint of an existing structure. Application for exemption (Building permits only) – If the proposed structure meets all of the required setbacks from the property line, flood plain, wetlands and easements by two times. PENALTY Any person or entity that fails to obtain a permit under City Ordinance Title lV: 40-40.04 prior to performing work shall pay a penalty of two times the original permit fee and shall be required to pay all costs associated with enforcement, including reasonable attorney’s fees. All fees are to be paid at time of permit issuance City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-43 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 fo r the dates as indicated, to the following Licensee, which provided appropriate application. LICENSEE LICENSE LICENSE EFFECTIVE DATE Rocky Mountain Elk Foundation-North Star Chapter 8976 Zanzibar Lane North Maple Grove, MN 55311 Charitable Gambling (Bingo and Raffle) July 8, 2023 (One day license) Event located at The Stanchion 20037 County Road 10 Corcoran, MN 55340 VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 11th day of May, 2023. Tom McKee - Mayor ATTEST: City Seal Michelle Friedrich – City Clerk Agenda Item: 7f.DRAFT STAFF REPORT Agenda Item: 7g. Council Meeting: May 11, 2023 Prepared By: Deputy Director Burns Topic: Waiver Request for Amplified Sound – 7205 Brockton Lane, Lions Park. 2023 Corcoran Country Daze Action Required: Approval Summary Northwest Area Jaycees are requesting a waiver for amplified sound at Corcoran Lions Park, 7205 Brockton Lane, for the Corcoran Country Daze event. The request is for amplified live music until 12:00 am on Friday, August 11, and Saturday, August 12, 2023. The Northwest Area Jaycees are the primary host for the 20th annual Corcoran Country Daze event. This is a community focused event and fundraiser for the non-profit Northwest area Jaycees. 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 am on Friday, August 11, and Saturday, August 12, 2023. Deny a waiver for amplified sound until 12:00 am on Friday, August 11, and Saturday, August 12, 2023. Council Action Authorize a waiver for amplified sound until 12:00 am on Friday, August 11, and Saturday, August 12, 2023. Attachments 1. Applications for Contract Police Security 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 Reserve Police Officer City Holidays $100.00 per hour $30.00 per hour $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: 7h. Council Meeting: May 11, 2023 Prepared By: Deputy Director Burns Topic: Waiver Request for Amplified Sound – 7205 Brockton Lane, Lions Park. June 3rd, August 26th , September 9 h 2023 Action Required: Approval Summary Corcoran Lions are requesting a waiver for amplified sound at Corcoran Lions Park 7205 Brockton Lane. Request is for amplified sound until 12:00 am on Saturday, June 4, 2023 (Tractor Pull), Saturday, August 26, 2023 (NTPA Tractor Pull), and September 9, 2023 (Demo Derby). Anticipated event completions are around 10:00 pm, however, applicant is asking for exemption until 12:00 am for unforeseen weather or mechanical delays. If an event is cancelled due to inclement weather, a waiver would apply to the scheduled makeup date. The scheduled events are long standing public events used for community fundraising for the Corcoran Lions. If approved, gathering may be shut down for public safety reasons or exceeding past the approved time. 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 am on Saturday, June 3, 2023, Saturday August 26, 2023, and September 9, 2023. Deny a waiver for amplified sound until 12:00 am on Saturday June 3, 2023, Saturday, August 26, 2023, and September 9, 2023. Council Action: Authorize a waiver for amplified sound until 12:00 am on Saturday June 3, 2023, Saturday, August 26, 2023, and September 9, 2023. Attachments: 1. Applications for Contract Police Security STAFF REPORT Agenda Item: 7i. Council Meeting: May 11, 2023 Prepared By: Jessica Beise Topic: Invasive Species Removal – DNR Agreement Action Required: Approval Summary The City was contacted by the University of Minnesota who is working in conjunction with the DNR related to combating aquatic invasive species. They have identified phargmites on City land at 7150 Old Settler Road. The DNR has a grant funded program to treat these invasive species and has approached the City to enter into a simple agreement to allow the DNR to access the site and utilize the EPA approved herbicide to remove invasive species. The removal would happen between August and October of 2023 and would be monitored, and a follow up treatment would likely be applied during the same time period in 2024. For information about invasive Phragmites visit: https://maisrc.umn.edu/phragmites Financial/Budget The removal costs are covered by a DNR grant. Options 1. Authorize staff to enter into an agreement with the DNR for the removal of phragmites. 2. Decline to enter into agreement with the DNR for the removal of phragmites. Recommendation Staff recommends authorizing staff to enter into an agreement with the DNR for the removal of phragmites. Council Action Consider a motion to authorize staff to enter into agreement with the DNR for the removal of phragmites. Attachments 1. DNR Agreement [Title] 1 Landowner Agreement Agreement Number_10733440________________ Agreement Period Start 6/1/23 End 12/30/25 Landowner Name _City of Corcoran____________________________________________ Address 1 _7150 Old Settlers Rd________________________________________________________ Address 2 (mailing address if different from physical address)_8200 Co Rd 116___________________ City _Corcoran___________________________________ State MN Zip_55340___________ Phone _763-400-7029________________________________________________________________________ Email _jbeise@corcoranmn.gov_______________________________________________________________________ __ Section, Township, Range_PID 2711923440027_____________________________________________ Township/City Name _Corcoran__________________________________County _Hennepin________ Coordinates _45.08296, -93.56782______________________________________________________ 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. [Title] 2 The parties agree as follows: Management of nonnative Phragmites: The MDNR staff or their agents will control some or all of the nonnative phragmites (Phragmites australis subsp. australis) on the landowner’s property using EPA registered aquatic herbicides. They 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 the Minnesota Department of Natural Resources’ employees or agents a license to access the parcel(s) under management for the purpose of implementing the management of nonnative phragmites, and reviewing the results of treatment. DNR may access the location of the nonnative plants by crossing the above-described property; DNR will use existing driveways and paths to the extent possible. 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. In 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 _______________________ This message was sent from outside of the organization. Please do not click links or open attachments unless you recognize the source of this email and know the content is safe. From:Jessica Beise To:Kendra Lindahl Forwarding; Natalie Davis; Dwight Klingbeil Subject:Fwd: Council meeting 4/27/23 Date:Tuesday, May 9, 2023 8:30:30 AM Dwight can you file this? Get Outlook for iOS On May 2, 2023, at 7:11 PM, Gerry Tucker wrote: Dear Mr. Mayor and Councilors, What we have seen happen in Washington, D.C. and in St. Paul has, sadly, also landed in Corcoran. That being the LACK OF FORESIGHT and LACK OF INTEGRITY by our elected officials. I am saddened and disgusted by the way you allowed two community “bullies” to demean and debase Trek Development and United Properties representatives and openly prevaricate about the Cook Lake Highlands development. What transpired at your meeting on 4/27 sends a dark and chilling message about future development in Corcoran. And Bass Lake Crossing will suffer the consequences of its NIMBY tactics of smearing and lying about that and those it doesn’t like/want. Thursday, 4/27 was a dark day in the City of Corcoran. Sadly submitted, Gerry Tucker Added Agenda Item: Public Comment 8a. 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:Mary Tucker To:Tom McKee; Jonathan Bottema; Jeremy Nichols; Alan Schultz; Dean Vehrenkamp; Jessica Beise Subject:Cook Highlands Development Date:Saturday, May 6, 2023 4:08:33 PM Mr. Mayor and members of Corcoran City Council, I am Mary Tucker and I live at Corcoran. I am writing to let you know that I am very much in favor of the amended proposal which Beth Hustad brought to you at the last city council meeting for Cook Lake Highlands. She met with about 25 neighbors the evening before the city council meeting to discuss with us her new proposal. I was part of that group. While this email can only speak for me and my thoughts, if you were to ask me what my impression of how the new proposal was received by those residents, I would tell you that I thought the majority were very pleased. They understood the reason for the changes and were not concerned about any traffic issues. In fact, I feel like we have more traffic issues now with the construction traffic using 74th Ave. to get to the development of high end rentals that back up to Cook Lake Highlands. And until the Brockton Lane intersection is complete, I think that will continue. I was also under the impression that the City Council would not have any issues with the proposed changes, so I did not attend the meeting in person, but watched it via zoom. I was taken by total surprise with City Council's response. I am well aware that Steve and Lynn, who spoke so eloquently at the meeting, are very opposed to the plan and have been from the very beginning. They are certainly entitled to their opinion, but they do not speak for the entire neighborhood. Since the last meeting, I have spoken with 5 other households at our end of the Fir Lane who will be most impacted by the development. No one had listened to the City Council meeting and were completely surprised that the proposal was not accepted. I asked them to write to you and express their opinion on the proposal. I do not know if any have done so, but it was clear to me that we all are tired of the back and forth and wish that the plan could just go forward. But, as I stated at the beginning of this email, I can truly only speak for myself. If you want to really know what others think, then come over and talk with them, but do not let 2 people speak for the whole group as it gives a false picture of how the residents feel. Added Agenda Item: Public Comment 8a. Please reconsider your objections to the proposed plan. With the current zoning of that piece of property, I do not think you could do any better. The neighbors are vehemently opposed to market rate apartments and that appears to be the only alternative to the senior rental units which are proposed. Single family homes on the entire property as Lynn suggested at the meeting would only work if City Council changed the zoning for the property. Thank you for reading this and hopefully seeing that there really are 2 sides to the issue. Mary Tucker 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:Jessica Beise To:Linda Canton Subject:FW: Cook-Highlands Date:Thursday, May 11, 2023 12:54:54 PM From: Tom McKee <tmckee@corcoranmn.gov> Sent: Thursday, May 11, 2023 11:43 AM To: Jessica Beise <jbeise@corcoranmn.gov> Subject: Fw: Cook-Highlands Hey Jess, Please include with public comments Thanks, Tom From: Jon and Pat Blanchar <> Sent: Thursday, May 11, 2023 9:19 AM To: Tom McKee <tmckee@corcoranmn.gov> Subject: Cook-Highlands We agree with Beth. Amira is a good fit and a popular community. What are the alternatives if they back out? Senior living does not include children, that is the main draw, plus renting takes ownership headaches out of the equation. These rentals will be upper scale prices. Interest rates have changed the market. Traffic should not be an issue to us. Jon & Pat Blanchar Sent from Mail for Windows Added Agenda Item: Public Comment 8a. Page 1 of 5 STAFF REPORT Revised Agenda Item: 8a. City Council Meeting: May 11, 2023 Prepared By: Kevin Shay through Kendra Lindahl Topic: Planned Unit Development (PUD) Amendment for “Cook Lake Highlands” (city file 23-005) Action Required: Feedback Review Deadline: May 23, 2023 1. Request The applicant, Beth Hustad of Trek Real Estate and Development and New Horizon Academy, is requesting a planned unit development amendment (PUDA) to allow the following amendments: 1.An increased impervious surface for the Cook Lake Highlands. 2.To allow 32 units, instead of the 27 approved with the final PUD, for the memory care building on Lot 2, Block 1 of Cook Lake Highlands. 3.To allow the apartment building to change from a 100-unit co-op building to a 145-unit age-restricted apartment building. 2.Background Cook Lake Highlands received preliminary PUD and preliminary plat approval on August 12, 2021 and final plat and final PUD approval on March 24, 2022. The development was approved for 19 single family lots, one daycare lot, one memory care lot with 27 units and one lot for the Applewood Point senior multifamily building consisting of 100 co-op units. At the April 27, 2023 meeting, the City Council moved to recommend denial of the request related to the change from the coop to the apartment and bring back resolutions for denial of that request and approval of the other requests and a draft resolution for denial of all three requests to the May 11th meeting. Page 2 of 5 3. Analysis Planned Unit Development Amendment The applicant has submitted a narrative stating the reasoning for the PUD amendment to the approved PUD and provides details on the reasoning and approach to the development. Impervious Surface Amendment New Horizon Academy is requesting an increased impervious surface of 40,889 square feet from the 36,083 square feet that was approved with the original PUD. The impervious surface increase is 4,806 square feet and changes the impervious surface from 44.3% to 50.2% on the New Horizon site. However, the impervious surface that was approved with the original PUD was for the Cook Lake Highlands site as a whole. The change to the New Horizon site increases the total impervious surface for Cook Lake Highlands from 39% to 39.8%. The amendment to the approved PUD would be to allow the 0.8% increase to the allowed impervious surface. The change to the impervious surface is being requested due to some design changes and additional impervious surfaces proposed for the playground area and some additional sidewalk areas associated with the platy area. Revised stormwater calculations have been provided to account for the additional impervious surface area. modifications for the increased impervious areas within the building lots have been reviewed by the City and watershed and meet the regulatory standards Memory Care Unit Amendment The applicant is requesting an amendment to allow 32 units in the memory care building where 27 was approved with the final plat. The preliminary plat was approved on August 12, 2021 with 32 units in the memory care building. With the final plat application, the development team requested to reduce the unit count to 27 units. Unfortunately, they have indicated that this was an architectural error. While preparing the detailed construction plans, it was discovered 32 units is the appropriate design and unit count for the structure. The applicant is requesting to return to the unit count approved with the preliminary plat and PUD. Apartment Unit Count Amendment The applicant is requesting to change the 100-unit Applewood Point Co-op to a 145-unit apartment building on Block 2. There is no change to the footprint of the building proposed, but the units would be modified in the change from a co-op to an apartment. The applicant’s narrative explains how the change would be made to the building to allow for the additional units: Page 3 of 5 “The major change to the floor plans will be reprogramming the building with Amira homes which average 1,100 sq ft compared to the current Applewood units averaging 1,550 sq ft. The smaller homes within the same building footprint allow for the increase from 100 to 145 homes. The Amira community will have several 1 bedroom; 1 bedroom den; and several studios. The Applewood had all 2-bedroom homes. To break this down further, the additional 45 homes result in approximately 11 more homes per floor (the existing homes are reduced in size so building footprint remains unchanged). There will essentially be no visible change when entering the community—just 11 more unit entry doors spread out on each floor” The Comprehensive Plan notes that the City calculates net density (gross land area – wetlands, public streets and land below the 100-year OHWL) to ensure compliance with the Comprehensive Plan goals. The City created this definition. The Metropolitan Council net density calculation is different because it does not subtract public streets from acreage and results in a lower density than the City calculation. The net density must be 8-10 units per acre in the Mixed Residential land use classification. • The net land area for the development is 14.2 acres using the City calculation, which allows 133 to 167 units for the site. • The net land area under the Met Council density calculation is 18.07 acres, which allows 145 to 181 units for the site. The City Council has the option to approve any of the options because they could meet density requirements under different definitions. Because the plat monitoring programs shows that the City is currently exceeding the 3 unit per acre minimum, none of the options would bring the City out of compliance with our city-wide density goals. These density calculations are based on the entire site. The following table is a list of how the different options impact density: Approval Apartment Single Family Memory Care Total Post Development Density Met Council Density Existing Approval (Option 3) 100 19 27 146 10.3 8.1 Preliminary Plat Approval (Option 2 for Resolution) 100 19 32 151 10.6 8.4 Option 2 without kitchenette in memory care 100 19 0 119 8.4 6.6 Option 1 for Resolution – Applicant request (without kitchenette in memory care) 145 19 0 164 11.6 9.1 Page 4 of 5 A dwelling unit is defined in Minnesota as, “a single unit providing complete, independent, living facilities for one or more persons, including permanent provisions for living, sleeping, eating, cooking, and sanitation.” With the initial PUD approval, the applicant suggested, and the City required, a kitchenette in each unit in the memory care to allow the units to be counted towards the required density. The density would not have met the required 8-10 units per acre without the units. The kitchenette will not be hooked up as it is a safety issue for the people living in the memory care units. The removal of the kitchenette as proposed by the applicant as part of the PUD amendment request would eliminate the units from being counted as units for the density calculations. The parking required for the building will increase with the change in the number of units within the building. The applicant has indicated in their narrative that they will be modifying the underground parking to increase the number of parking stalls to account for the additional units. They provided an underground parking concept to show the garage with 165 parking stalls compared to the 121 underground parking stalls shown with the 100 unit building. This increase in the number of parking stalls will bring the total for the site to 240, which is more than the 218 required spaces for the number of units. The city engineer has reviewed the revised plans and the adjacent roadway system will continue to operate to a sufficient level with the additional units. The applicant has indicated that change from a coop to an apartment is driven by the market and provided the following reasoning for the request to change, “Due to current market conditions which have created significant headwinds for “for sale” products, United Properties made the decision to no longer pursue a cooperative community on this site. Our sales efforts fell significantly short of the 60% presale hurdle required by HUD. United has experienced very strong interest and leasing at their senior rental communities which are branded under the Amira name. United is proposing a change from the Applewood to the Amira product. The Amira community would target a similar user who is 55+; typically moves from a single-family home; and is looking for an upscale rental alternative to buying that creates a sense of community. Residents can sign leases up to 3 years in length.” The Council has discretion in approving a change to the uses in this PUD. However, United Properties has indicated that they will not proceed with the coop on this site. If there is not a buyer for the lot the site would remain vacant indefinitely. Allowing United properties to build the senior apartment would allow completion of the site development, would retain the physical site improvements as originally approved as part of the PUD and allow another housing option in the City. Page 5 of 5 Summary At the last meeting, the Council asked staff to bring back resolutions for denial. Option 2 would approve the increased impervious surface area and the increased memory care units from 27 to 32 (as approved in the preliminary plans). Staff has also included an option to approve the applicant’s request and an option to deny all of the applicant’s requests. 4. Recommendation Move to adopt one of the following: 1. Resolution 2023-33 approving the PUD amendment Or 2. Resolution 2023-33 approving the impervious surface and memory care amendments and denying the apartment amendment Or 3. Resolution 2023-33 denying all requests in the PUD amendment Attachments 1. Resolution 2023-33 for approval (Option 1) 2. Resolution 2023-33 for partial approval (Option 2) 3. Resolution 2023-33 for denial (Option 3) 4. Applicant Narrative dated April 6, 2023 5. Final Plat Density Calculation dated November 29, 2021 6. Approved Site Plan dated August 4, 2022 7. Revised Site Plan dated April 10, 2023 8. Amira Apartment Concept dated March 24, 2023 9. Applewood Point Images dated April 10, 2023 10. Engineer’s memo dated April 17, 2023 Page 1 of 5 STAFF REPORT Agenda Item: 8a. City Council Meeting: May 11, 2023 Prepared By: Kevin Shay through Kendra Lindahl Topic: Planned Unit Development (PUD) Amendment for “Cook Lake Highlands” (city file 23-005) Action Required: Feedback Review Deadline: May 23, 2023 1. Request The applicant, Beth Hustad of Trek Real Estate and Development and New Horizon Academy, is requesting a planned unit development amendment (PUDA) to allow the following amendments: 1.An increased impervious surface for the Cook Lake Highlands. 2.To allow 32 units, instead of the 27 approved with the final PUD, for the memory care building on Lot 2, Block 1 of Cook Lake Highlands. 3.To allow the apartment building to change from a 100-unit co-op building to a 145-unit age-restricted apartment building. 2.Background Cook Lake Highlands received preliminary PUD and preliminary plat approval on August 12, 2021 and final plat and final PUD approval on March 24, 2022. The development was approved for 19 single family lots, one daycare lot, one memory care lot with 27 units and one lot for the Applewood Point senior multifamily building consisting of 100 co-op units. At the April 27, 2023 meeting, the City Council moved to recommend denial of the request related to the change from the coop to the apartment and bring back resolutions for denial of that request and approval of the other requests and a draft resolution for denial of all three requests to the May 11th meeting. Page 2 of 5 3. Analysis Planned Unit Development Amendment The applicant has submitted a narrative stating the reasoning for the PUD amendment to the approved PUD and provides details on the reasoning and approach to the development. Impervious Surface Amendment New Horizon Academy is requesting an increased impervious surface of 40,889 square feet from the 36,083 square feet that was approved with the original PUD. The impervious surface increase is 4,806 square feet and changes the impervious surface from 44.3% to 50.2% on the New Horizon site. However, the impervious surface that was approved with the original PUD was for the Cook Lake Highlands site as a whole. The change to the New Horizon site increases the total impervious surface for Cook Lake Highlands from 39% to 39.8%. The amendment to the approved PUD would be to allow the 0.8% increase to the allowed impervious surface. The change to the impervious surface is being requested due to some design changes and additional impervious surfaces proposed for the playground area and some additional sidewalk areas associated with the platy area. Revised stormwater calculations have been provided to account for the additional impervious surface area. modifications for the increased impervious areas within the building lots have been reviewed by the City and watershed and meet the regulatory standards Memory Care Unit Amendment The applicant is requesting an amendment to allow 32 units in the memory care building where 27 was approved with the final plat. The preliminary plat was approved on August 12, 2021 with 32 units in the memory care building. With the final plat application, the development team requested to reduce the unit count to 27 units. Unfortunately, they have indicated that this was an architectural error. While preparing the detailed construction plans, it was discovered 32 units is the appropriate design and unit count for the structure. The applicant is requesting to return to the unit count approved with the preliminary plat and PUD. Apartment Unit Count Amendment The applicant is requesting to change the 100-unit Applewood Point Co-op to a 145-unit apartment building on Block 2. There is no change to the footprint of the building proposed, but the units would be modified in the change from a co-op to an apartment. The applicant’s narrative explains how the change would be made to the building to allow for the additional units, Page 3 of 5 “The major change to the floor plans will be reprogramming the building with Amira homes which average 1,100 sq ft compared to the current Applewood units averaging 1,550 sq ft. The smaller homes within the same building footprint allow for the increase from 100 to 145 homes. The Amira community will have several 1 bedroom; 1 bedroom den; and several studios. The Applewood had all 2-bedroom homes. To break this down further, the additional 45 homes result in approximately 11 more homes per floor (the existing homes are reduced in size so building footprint remains unchanged). There will essentially be no visible change when entering the community—just 11 more unit entry doors spread out on each floor” The Comprehensive Plan notes that the City calculates net density (gross land area - wetlands and land below the 100-year OHWL) to ensure compliance with the Comprehensive Plan goals. The net density must be 8-10 units per acre that is expected in the Mixed Residential land use classification. The net land area for the development is 16.67 acres which allows 133 to 167 units for the site. These density calculations are based on the entire site. The following table is a list of the possible combinations for density based on how the City Council acts. Approval Apartment Single Family Memory Care Total Density Existing Approval (Option 3) 100 19 27 146 8.8 Preliminary Plat Approval (Option 2 for Resolution) 100 19 32 151 9.1 Option 2 without kitchenette in memory care 100 19 0 119 7.1 (Does not meet density range) Option 1 for Resolution –Applicant request (without kitchenette in memory care) 145 19 0 164 9.8 Page 4 of 5 A dwelling unit is defined in Minnesota as, “a single unit providing complete, independent, living facilities for one or more persons, including permanent provisions for living, sleeping, eating, cooking, and sanitation.” With the initial PUD approval, the applicant suggested, and the City required, a kitchenette in each unit in the memory care to allow the units to be counted towards the required density. The density would not have met the required 8-10 units per acre without the units. The kitchenette will not be hooked up as it is a safety issue for the people living in the memory care units. The removal of the kitchenette as proposed by the applicant as part of the PUD amendment request would eliminate the units from being counted as units for the density calculations. The parking required for the building will increase with the change in the number of units within the building. The applicant has indicated in their narrative that they will be modifying the underground parking to increase the number of parking stalls to account for the additional units. They provided an underground parking concept to show the garage with 165 parking stalls compared to the 121 underground parking stalls shown with the 100 unit building. This increase in the number of parking stalls will bring the total for the site to 240, which is more than the 218 required spaces for the number of units. The city engineer has reviewed the revised plans and the adjacent roadway system will continue to operate to a sufficient level with the additional units. The applicant has indicated that change from a coop to an apartment is driven by the market and provided the following reasoning for the request to change, “Due to current market conditions which have created significant headwinds for “for sale” products, United Properties made the decision to no longer pursue a cooperative community on this site. Our sales efforts fell significantly short of the 60% presale hurdle required by HUD. United has experienced very strong interest and leasing at their senior rental communities which are branded under the Amira name. United is proposing a change from the Applewood to the Amira product. The Amira community would target a similar user who is 55+; typically moves from a single-family home; and is looking for an upscale rental alternative to buying that creates a sense of community. Residents can sign leases up to 3 years in length.” The Council has discretion in approving a change to the uses in this PUD. However, United Properties has indicated that they will not proceed with the coop on this site. If there is not a buyer for the lot the site would remain vacant indefinitely. Allowing United properties to build the senior apartment would allow completion of the site development, would retain the physical site improvements as originally approved as part of the PUD and allow another housing option in the City. Page 5 of 5 Summary At the last meeting, the Council asked staff to bring back resolutions for denial. Option 2 would approve the increased impervious surface area and the increased memory care units from 27 to 32 (as approved in the preliminary plans). Staff has also included an option to approve the applicant’s request and an option to deny all of the applicant’s requests. 4.Recommendation Move to adopt one of the following: 1.Resolution 2023-33 approving the PUD amendment 2.Resolution 2023-33 approving the impervious surface and memory care amendments and denying the apartment amendment 3.Resolution 2023-33 denying the PUD amendment Attachments 1.Resolution 2023-33 for approval (Option 1) 2.Resolution 2023-33 for partial approval (Option 2) 3.Resolution 2023-33 for denial (Option 3) 4.Applicant Narrative dated April 6, 2023 5.Approved Site Plan dated August 4, 2022 6.Revised Site Plan dated April 10, 2023 7.Amira Apartment Concept dated March 24, 2023 8.Applewood Point Images dated April 10, 2023 9.Engineer’s memo dated April 17, 2023 City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-33 Page 1 of 3 Motion By: Seconded By: APPROVING AN AMENDMENT TO THE APPROVED FINAL PUD DEVELOPMENT PLAN FOR “COOK LAKE HIGHLANDS” AT 19220 COUNTY ROAD 10 (PID 25-119-23-14-0003) (CITY FILE 23-005) WHEREAS, Beth Hustad of Trek Real Estate and Development, Inc. (“the applicant”) requested approval of a planned unit development amendment (PUDA) to allow an increased impervious surface coverage, 32 units for the memory care building on Lot 2, Block 1 and a 145-unit senior apartment building on Lot 1, Block 2 all for “Cook Lake Highlands” on property legally described as follows on property legally described as follows: Lot 1 and 2, Block 1, and Lot 1, Block 2, Lots 1-19, Block 3 and Outlots A to F, Cook Lake Highlands, Hennepin County, Minnesota, according to the recorded plat thereof WHEREAS, a planned unit development plan approval is a requirement of the final approval of the applicant’s subdivision and development application. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council approves the request, subject to the following conditions: 1.A PUD amendment is approved for “Cook Lake Highlands,” in accordance with the plans and application received by the City on March 24, 2023 and revisions received on April 10, 2023 except as amended by this resolution. 2.This amendment modifies Condition 11 of Resolution 2021-36, which approved PUD flexibility for 39% impervious surface coverage for the entire project. The PUD is amended to allow 39.8% impervious surface coverage for the entire project. a.The PUD flexibility is required to allow increased impervious surface coverage on Lot 1, Block 1 for the playground and sidewalks at New Horizon Academy. b.The existing stormwater management plan will accommodate the increased area without changes. Revised Agenda Attachment Option 8a1. City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-33 Page 2 of 3 3.Resolution 2022-22 approving the final PUD Development Plan with 27 units for the memory care is modified by this amendment to allow 32 units. This is consistent with the preliminary approvals in Resolution 2021-36, which approved 32 memory care units. a.Revised building plans must be submitted with the building permit showing 32 units for the memory care facility. b.The units shall not have kitchen facilities included so they are not considered units under the HUD definition. 4.A PUD amendment is approved to modify Resolution 2021-36 and Resolution 2022-22 to allow a 145 unit senior apartment building where a 100 unit senior coop was approved, based on the following findings: a.The footprint of the building does not change. b.Adequate parking is available. The plans show an additional 44 underground parking stalls. The proposed parking complies with ordinance requirements. c.No additional impervious surface coverage is proposed. d.Revised building plans and building elevations must be submitted with the building permit showing 145 units for the senior apartment building. 5.A PUD amendment is approved to modify Resolution 2022-22, condition #24 to reflect a change in the park dedication fees related to the additional units in this PUD amendment. a.The applicant previously satisfied the park dedication due with the prior PUD plan with dedication of Outlot C in exchange for a waiver of the park dedication due on the 19 villa lots and a cash contribution of $336,407.00. The charge was calculated in accordance with Section 955 of the City’s Subdivision Ordinance as follows: 100 multifamily units x $3,141.00 ($314,100.00) plus (27 memory care units / 146) x $4,498 ($17,809.00) plus 1 daycare facility x $4,498 ($4,498.00) = $336,407.00. b.The revised PUD plan requested by the applicant includes an additional 50 units. Park dedication fees are typically collected with final plat, but as part of this PUD amendment shall be charged for the additional units upon this final approval and shall be calculated and paid based on the fees in place when the final plat was approved, in accordance with Chapter 955 of the City Code. Park dedication for the new PUD would be $475,775.96. The charge was calculated in accordance with Section 955 of the City’s Subdivision Ordinance as follows: 145 multifamily senior units x $3,141.00 ($455,445.00) plus (32 memory care units / 196) x $4,498 ($15,832.96) plus 1 daycare facility x $4,498 ($4,498.00) = $475,775.96. c.With credit for the previous park dedication payment the amount due with this PUD amendment is $139,368.96 due prior to issuance of building permit. 6.The applicant shall comply with all requirements of the City Engineer’s memo, dated April 17, 2023. City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-33 Page 3 of 3 VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 11th day of May 2023. ________________________________ Tom McKee - Mayor City Seal ATTEST: ___________________________________ Michelle Friedrich - City Clerk City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-33 Page 1 of 3 Motion By: Seconded By: APPROVING AN AMENDMENT TO THE APPROVED FINAL PUD DEVELOPMENT PLAN FOR “COOK LAKE HIGHLANDS” AT 19220 COUNTY ROAD 10 (PID 25-119-23-14-0003) (CITY FILE 23-005) WHEREAS, Beth Hustad of Trek Real Estate and Development, Inc. (“the applicant”) requested approval of a planned unit development amendment (PUDA) to allow an increased impervious surface coverage, 32 units for the memory care building on Lot 2, Block 1 and a 145-unit senior apartment building on Lot 1, Block 2 all for “Cook Lake Highlands” on property legally described as follows on property legally described as follows: Lot 1 and 2, Block 1, and Lot 1, Block 2, Lots 1-19, Block 3 and Outlots A to F, Cook Lake Highlands, Hennepin County, Minnesota, according to the recorded plat thereof WHEREAS, a planned unit development plan approval is a requirement of the final approval of the applicant’s subdivision and development application. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council approves the request, subject to the following conditions: 1.A PUD amendment is approved for “Cook Lake Highlands,” in accordance with the plans and application received by the City on March 24, 2023 and revisions received on April 10, 2023 except as amended by this resolution. 2.This amendment modifies Condition 11 of Resolution 2021-36, which approved PUD flexibility for 39% impervious surface coverage for the entire project. The PUD is amended to allow 39.8% impervious surface coverage for the entire project. a.The PUD flexibility is required to allow increased impervious surface coverage on Lot 1, Block 1 for the playground and sidewalks at New Horizon Academy. b.The existing stormwater management plan will accommodate the increased area without changes. 1 City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-33 Page 2 of 3 3.Resolution 2022-22 approving the final PUD Development Plan with 27 units for the memory care is modified by this amendment to allow 32 units. This is consistent with the preliminary approvals in Resolution 2021-36, which approved 32 memory care units. a.Revised building plans must be submitted with the building permit showing 32 units for the memory care facility. b. The units shall not have kitchen facilities included so they are not considered units under the HUD definition. 4.A PUD amendment is approved to modify Resolution 2021-36 and Resolution 2022-22 to allow a 145 unit senior apartment building where a 100 unit senior coop was approved, based on the following findings: a.The footprint of the building does not change. b.Adequate parking is available. The plans show an additional 44 underground parking stalls. The proposed parking complies with ordinance requirements. c.No additional impervious surface coverage is proposed. d.Revised building plans and building elevations must be submitted with the building permit showing 145 units for the senior apartment building. 5.A PUD amendment is approved to modify Resolution 2022-22, condition #24 to reflect a change in the park dedication fees related to the additional units in this PUD amendment. a.The applicant previously satisfied the park dedication due with the prior PUD plan with dedication of Outlot C in exchange for a waiver of the park dedication due on the 19 villa lots and a cash contribution of $336,407.00. The charge was calculated in accordance with Section 955 of the City’s Subdivision Ordinance as follows: 100 multifamily units x $3,141.00 ($314,100.00) plus (27 memory care units / 146) x $4,498 ($17,809.00) plus 1 daycare facility x $4,498 ($4,498.00) = $336,407.00. b.The revised PUD plan requested by the applicant includes an additional 50 units. Park dedication fees are typically collected with final plat, but as part of this PUD amendment shall be charged for the additional units upon this final approval and shall be calculated and paid based on the fees in place when the final plat was approved, in accordance with Chapter 955 of the City Code. Park dedication for the new PUD would be $475,775.96. The charge was calculated in accordance with Section 955 of the City’s Subdivision Ordinance as follows: 145 multifamily senior units x $3,141.00 ($455,445.00) plus (32 memory care units / 196) x $4,498 ($15,832.96) plus 1 daycare facility x $4,498 ($4,498.00) = $475,775.96. c.With credit for the previous park dedication payment the amount due with this PUD amendment is $139,368.96 due prior to issuance of building permit. City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-33 Page 3 of 3 6.As a result of the approved changes, the project will have a net density of 9.8 units per acre where 8-10 units per acre are required. Only the single family homes and apartments count toward this density requirement. 7.The applicant shall comply with all requirements of the City Engineer’s memo, dated April 17, 2023. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 11th day of May 2023. ________________________________ Tom McKee - Mayor City Seal ATTEST: ___________________________________ Michelle Friedrich - City Clerk City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-33 Page 1 of 3 Motion By: Seconded By: APPROVING AN AMENDMENT TO THE APPROVED FINAL PUD DEVELOPMENT PLAN FOR “COOK LAKE HIGHLANDS” AT 19220 COUNTY ROAD 10 (PID 25-119-23-14-0003) (CITY FILE 23-005) WHEREAS, Beth Hustad of Trek Real Estate and Development, Inc. (“the applicant”) requested approval of a planned unit development amendment (PUDA) to allow an increased impervious surface coverage, 32 units for the memory care building on Lot 2, Block 1 and a 145-unit senior apartment building on Lot 1, Block 2 all for “Cook Lake Highlands” on property legally described as follows on property legally described as follows: Lot 1 and 2, Block 1, and Lot 1, Block 2, Lots 1-19, Block 3 and Outlots A to F, Cook Lake Highlands, Hennepin County, Minnesota, according to the recorded plat thereof WHEREAS, a planned unit development plan approval is a requirement of the final approval of the applicant’s subdivision and development application. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council approves the request, subject to the following conditions: 1.A PUD amendment is approved for “Cook Lake Highlands,” in accordance with the plans and application received by the City on March 24, 2023 and revisions received on April 10, 2023 except as amended by this resolution. 2.This amendment modifies Condition 11 of Resolution 2021-36, which approved PUD flexibility for 39% impervious surface coverage for the entire project. The PUD is amended to allow 39.8% impervious surface coverage for the entire project. a.The PUD flexibility is required to allow increased impervious surface coverage on Lot 1, Block 1 for the playground and sidewalks at New Horizon Academy. b.The existing stormwater management plan will accommodate the increased area without changes. Revised Agenda Attachment Option 8a2. City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-33 Page 2 of 3 3.Resolution 2022-22 approving the final PUD Development Plan with 27 units for the memory care is modified by this amendment to allow 32 units. This is consistent with the preliminary approvals in Resolution 2021-36, which approved 32 memory care units. a.Revised building plans must be submitted with the building permit showing 32 units for the memory care facility. b.The units must have kitchen facilities included so they can be considered units under the HUD definition. 4.A PUD amendment is denied to modify Resolution 2021-36 and Resolution 2022-22 to allow a 145-unit senior apartment building where a 100-unit senior coop was approved, based on the following findings: a.The purpose and intent of Planned Unit Development pursuant to the City Code is not met. The applicant has not demonstrated that the proposed amendment will provide for an efficient approach to land use which sufficiently protects and promotes the health, safety, comfort, aesthetics, economic viability, and the general welfare of the City. b.The benefits to the PUD do not offset the PUD flexibilities being granted and the overall project is not of higher quality than what would be allowed through normal zoning standards. c.While the uses provided within the development are desirable for the community, the overall site design and quality of the development do not create a project that is superior to what could be achieved through adherence to the primary zoning regulations and the approved PUD. d.The applicant has not sufficiently demonstrated how the aesthetics of the site have been substantially enhanced to justify departure from the primary zoning regulations and the approved PUD. 5.A PUD amendment is approved to modify Resolution 2022-22, condition #24 to reflect a change in the park dedication fees related to the additional units in this PUD amendment. a.The applicant previously satisfied the park dedication due with the prior PUD plan with dedication of Outlot C in exchange for a waiver of the park dedication due on the 19 villa lots and a cash contribution of $336,407.00. The charge was calculated in accordance with Section 955 of the City’s Subdivision Ordinance as follows: 100 multifamily units x $3,141.00 ($314,100.00) plus (27 memory care units / 146) x $4,498 ($17,809.00) plus 1 daycare facility x $4,498 ($4,498.00) = $336,407.00. b.The revised PUD plan requested by the applicant includes an additional 5 units. Park dedication fees are typically collected with final plat, but as part of this PUD amendment shall be charged for the additional units upon this final approval and shall be calculated and paid based on the fees in place when the final plat was approved, in accordance with Chapter 955 of the City Code. Park dedication for City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-33 Page 3 of 3 the new PUD would be $475,775.96. The charge was calculated in accordance with Section 955 of the City’s Subdivision Ordinance as follows: 100 multifamily senior units x $3,141.00 ($314,100.00) plus (32 memory care units / 151) x $4,498 ($20,551.39) plus 1 daycare facility x $4,498 ($4,498.00) = $339,149.39. c.With credit for the previous park dedication payment the amount due with this PUD amendment is $2,742.39 due prior to issuance of building permit. 6.The applicant shall comply with all requirements of the City Engineer’s memo, dated April 17, 2023. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 11th day of May 2023. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Michelle Friedrich – City Clerk City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-33 Page 1 of 3 Motion By: Seconded By: APPROVING AN AMENDMENT TO THE APPROVED FINAL PUD DEVELOPMENT PLAN FOR “COOK LAKE HIGHLANDS” AT 19220 COUNTY ROAD 10 (PID 25-119-23-14-0003) (CITY FILE 23-005) WHEREAS, Beth Hustad of Trek Real Estate and Development, Inc. (“the applicant”) requested approval of a planned unit development amendment (PUDA) to allow an increased impervious surface coverage, 32 units for the memory care building on Lot 2, Block 1 and a 145-unit senior apartment building on Lot 1, Block 2 all for “Cook Lake Highlands” on property legally described as follows on property legally described as follows: Lot 1 and 2, Block 1, and Lot 1, Block 2, Lots 1-19, Block 3 and Outlots A to F, Cook Lake Highlands, Hennepin County, Minnesota, according to the recorded plat thereof WHEREAS, a planned unit development plan approval is a requirement of the final approval of the applicant’s subdivision and development application. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council approves the request, subject to the following conditions: 1.A PUD amendment is approved for “Cook Lake Highlands,” in accordance with the plans and application received by the City on March 24, 2023 and revisions received on April 10, 2023 except as amended by this resolution. 2.This amendment modifies Condition 11 of Resolution 2021-36, which approved PUD flexibility for 39% impervious surface coverage for the entire project. The PUD is amended to allow 39.8% impervious surface coverage for the entire project. a.The PUD flexibility is required to allow increased impervious surface coverage on Lot 1, Block 1 for the playground and sidewalks at New Horizon Academy. b.The existing stormwater management plan will accommodate the increased area without changes. 2 City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-33 Page 2 of 3 3.Resolution 2022-22 approving the final PUD Development Plan with 27 units for the memory care is modified by this amendment to allow 32 units. This is consistent with the preliminary approvals in Resolution 2021-36, which approved 32 memory care units. a.Revised building plans must be submitted with the building permit showing 32 units for the memory care facility. b. The units must have kitchen facilities included so they can be considered units under the HUD definition. 4.A PUD amendment is denied to modify Resolution 2021-36 and Resolution 2022-22 to allow a 145-unit senior apartment building where a 100-unit senior coop was approved, based on the following findings: a.The purpose and intent of Planned Unit Development pursuant to the City Code is not met. The applicant has not demonstrated that the proposed amendment will provide for an efficient approach to land use which sufficiently protects and promotes the health, safety, comfort, aesthetics, economic viability, and the general welfare of the City. b.The benefits to the PUD do not offset the PUD flexibilities being granted and the overall project is not of higher quality than what would be allowed through normal zoning standards. c.While the uses provided within the development are desirable for the community, the overall site design and quality of the development do not create a project that is superior to what could be achieved through adherence to the primary zoning regulations and the approved PUD. d.The applicant has not sufficiently demonstrated how the aesthetics of the site have been substantially enhanced to justify departure from the primary zoning regulations and the approved PUD. 5.A PUD amendment is approved to modify Resolution 2022-22, condition #24 to reflect a change in the park dedication fees related to the additional units in this PUD amendment. a.The applicant previously satisfied the park dedication due with the prior PUD plan with dedication of Outlot C in exchange for a waiver of the park dedication due on the 19 villa lots and a cash contribution of $336,407.00. The charge was calculated in accordance with Section 955 of the City’s Subdivision Ordinance as follows: 100 multifamily units x $3,141.00 ($314,100.00) plus (27 memory care units / 146) x $4,498 ($17,809.00) plus 1 daycare facility x $4,498 ($4,498.00) = $336,407.00. b.The revised PUD plan requested by the applicant includes an additional 5 units. Park dedication fees are typically collected with final plat, but as part of this PUD amendment shall be charged for the additional units upon this final approval and shall be calculated and paid based on the fees in place when the final plat was approved, in accordance with Chapter 955 of the City Code. Park dedication for City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-33 Page 3 of 3 the new PUD would be $475,775.96. The charge was calculated in accordance with Section 955 of the City’s Subdivision Ordinance as follows: 100 multifamily senior units x $3,141.00 ($314,100.00) plus (32 memory care units / 151) x $4,498 ($20,551.39) plus 1 daycare facility x $4,498 ($4,498.00) = $339,149.39. c.With credit for the previous park dedication payment the amount due with this PUD amendment is $2,742.39 due prior to issuance of building permit. 6.As a result of the approved changes, the project will have a net density of 8.8 units per acre where 8-10 units per acre are required. The single family homes, memory care and apartments count toward this density requirement. 7.The applicant shall comply with all requirements of the City Engineer’s memo, dated April 17, 2023. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 11th day of May 2023. ________________________________ Tom McKee - Mayor City Seal ATTEST: ___________________________________ Michelle Friedrich-City Clerk City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-33 Page 1 of 2 Motion By: Seconded By: DENYING AN AMENDMENT TO THE APPROVED FINAL PUD DEVELOPMENT PLAN FOR “COOK LAKE HIGHLANDS” AT 19220 COUNTY ROAD 10 (PID 25-119-23-14-0003) (CITY FILE 23-005) WHEREAS, Beth Hustad of Trek Real Estate and Development, Inc. (“the applicant”) requested approval of a planned unit development amendment (PUDA) to allow an increased impervious surface coverage, 32 units for the memory care building on Lot 2, Block 1 and a 145-unit senior apartment building on Lot 1, Block 2 all for “Cook Lake Highlands” on property legally described as follows on property legally described as follows: Lot 1 and 2, Block 1, and Lot 1, Block 2, Lots 1-19, Block 3 and Outlots A to F, Cook Lake Highlands, Hennepin County, Minnesota, according to the recorded plat thereof WHEREAS, a planned unit development plan approval is a requirement of the final approval of the applicant’s subdivision and development application. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council denies the request for an amendment to the approved final PUD development plan, based on the following findings: 1.The purpose and intent of Planned Unit Development pursuant to the City Code is not met. The applicant has not demonstrated that the proposed amendment will provide for an efficient approach to land use which sufficiently protects and promotes the health, safety, comfort, aesthetics, economic viability, and the general welfare of the City. 2.The benefits to the PUD do not offset the PUD flexibilities being granted and the overall project is not of higher quality than what would be allowed through normal zoning standards. 3.While the uses provided within the development are desirable for the community, the overall site design and quality of the development do not create a project that is superior to what could be achieved through adherence to the primary zoning regulations and the approved PUD. 4.The applicant has not sufficiently demonstrated how the aesthetics of the site have been substantially enhanced to justify departure from the primary zoning regulations and the approved PUD. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Revised Agenda Attachment Option 8e3. City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-33 Page 2 of 2 Whereupon, said Resolution is hereby declared adopted on this 11th day of May 2023. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Michelle Friedrich – City Clerk City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-33 Page 1 of 2 Motion By: Seconded By: DENYING AN AMENDMENT TO THE APPROVED FINAL PUD DEVELOPMENT PLAN FOR “COOK LAKE HIGHLANDS” AT 19220 COUNTY ROAD 10 (PID 25-119-23-14-0003) (CITY FILE 23-005) WHEREAS, Beth Hustad of Trek Real Estate and Development, Inc. (“the applicant”) requested approval of a planned unit development amendment (PUDA) to allow an increased impervious surface coverage, 32 units for the memory care building on Lot 2, Block 1 and a 145-unit senior apartment building on Lot 1, Block 2 all for “Cook Lake Highlands” on property legally described as follows on property legally described as follows: Lot 1 and 2, Block 1, and Lot 1, Block 2, Lots 1-19, Block 3 and Outlots A to F, Cook Lake Highlands, Hennepin County, Minnesota, according to the recorded plat thereof WHEREAS, a planned unit development plan approval is a requirement of the final approval of the applicant’s subdivision and development application. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council denies the request for an amendment to the approved final PUD development plan, based on the following findings: 1.The purpose and intent of Planned Unit Development pursuant to the City Code is not met. The applicant has not demonstrated that the proposed amendment will provide for an efficient approach to land use which sufficiently protects and promotes the health, safety, comfort, aesthetics, economic viability, and the general welfare of the City. 2.The benefits to the PUD do not offset the PUD flexibilities being granted and the overall project is not of higher quality than what would be allowed through normal zoning standards. 3.While the uses provided within the development are desirable for the community, the overall site design and quality of the development do not create a project that is superior to what could be achieved through adherence to the primary zoning regulations and the approved PUD. 4.The applicant has not sufficiently demonstrated how the aesthetics of the site have been substantially enhanced to justify departure from the primary zoning regulations and the approved PUD. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean 3 City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-33 Page 2 of 2 Whereupon, said Resolution is hereby declared adopted on this 11th day of May 2023. ________________________________ Tom McKee - Mayor City Seal ATTEST: ___________________________________ Michelle Friedrich - City Clerk April 6, 2024 Cook Lake Highlands PUD Amendment Narrative Revised JB Limited & Trek Development, Cook Lake Highlands development team, is requesting a PUD Amendment for Cook Lake Highlands. The current PUD is approved for 23 lots and 6 outlots consisting of 19 single family 50’ lots with 5’ and 5’ side setbacks, 1 daycare lot, 1 memory care lot with 27 units, and 1 lot for the Applewood Point senior co-op multifamily building consisting of 100 units. The following are the proposed changes to the PUD per the feedback and discussion at the February 23, 2023 City Council work session: •New Horizon Academy (Lot 1 Block 1): New Horizon Academy purchased Lot 1 Block 1 from JB Limited in December 2022. Below is the narrative received from New Horizon regarding the requested change: The New Horizon Academy located at Lot 1, Block 1 of Cook Lake Highlands is requesting to increase the allowable impervious surface for this project that was approved as part of the original PUD. The original PUD assumed 36,083 SF of impervious surface area. The proposed project has 40,889 SF of impervious surface area. The increased impervious surface area is due to an increase in site sidewalks around the proposed playground area along with factoring the play surface itself as impervious area. Stormwater calculations have been provided to the City and watershed that show the designed stormwater system is sized to handle this increased impervious area. •Memory Care site (Lot 2 Block 1): The buyer, Grace Communities, has recommitted to the site. The Cook Lake Highlands Preliminary Plat was approved August 12, 2021 with a 32 unit memory care site. Between the Preliminary Plat and Final Plat approvals, Grace Communities’ development team requested we reduce the unit count to 27 units. Unfortunately, this was an architectural error. While preparing a more detailed construction plan, Grace Communities discovered 32 units is the appropriate design and unit count. On behalf of Grace Communities, we are requesting to return to the Preliminary Plat approval unit count of 32 units. All other elements of Grace Communities Final Plat approval shall remain the same. •Multi-Family Site (Lot 1 Block 2): On behalf of United Properties, we are requesting to amend the approved multi-family, 100-unit co-op to a 145-unit age-restricted multi-family apartment. The building footprint, height, and the site plan will remain the same. The units will be a smaller size and the unit count will change from 100 to 145 units. Please see below narrative and attached plans provided by United Properties regarding further details on this requested change: United Properties has over two dozen best-in-class senior living communities in Minnesota, Colorado, and Florida, including two existing 55+ active adult communities and another under construction right here in the Twin Cities. Each Amira community location is selected for its beautiful setting and convenient access to nearby dining, shopping, recreation, and entertainment destinations. Our Amira communities benefit from maintenance-free living in contemporary homes, with thoughtfully designed indoor and outdoor spaces, beautifully landscaped grounds, and an abundance of amenities and life enrichment activities. By 2030, 1 out of 5 Americans will be 65 or over, according to the U.S. Census Bureau, and will grow to nearly 100 million by 2060. United Properties and Amira are poised to meet the demand of our aging population. The current approved Applewood Point plans reflect 100 units within a 4 story u-shaped footprint. Attached is a site plan and some exterior imagery of the front entrance and overall community looking east. Also attached are floor plans and below is a link to our virtual “fly around of the site”. Due to current market conditions which have created significant headwinds for “for sale” products, United Properties made the decision to no longer pursue a cooperative community on this site. Our sales efforts fell significantly short of the 60% presale hurdle required by HUD. United has experienced very strong interest and leasing at their senior rental communities which are branded under the Amira name. United is proposing a change from the Applewood to the Amira product. The Amira community would target a similar user who is 55+; typically moves from a single-family home; and is looking for an upscale rental alternative to buying that creates a sense of community. Residents can sign leases up to 3 years in length. United’s long-term strategy is to own these communities. The impact on the current plans to switch to an Amira will be minimal. Referencing the attached floor plans, most of the common areas are located in the center building core on floors 1 and 2. These common areas would remain essentially the same with the only addition being 2 more offices off the main lobby for a leasing person and activities director. We may also consider adding a golf simulator in the garage level if space allows. The major change to the floor plans will be reprogramming the building with Amira homes which average 1,100 sq ft compared to the current Applewood units averaging 1,550 sq ft. The smaller homes within the same building footprint allow for the increase from 100 to 145 homes. The Amira community will have several 1 bedroom; 1 bedroom den; and several studios. The Applewood had all 2-bedroom homes. To break this down further, the additional 45 homes result in approximately 11 more homes per floor (the existing homes are reduced in size so building footprint remains unchanged). There will essentially be no visible change when entering the community—just 11 more unit entry doors spread out on each floor. Looking at the exterior the same will hold true. United is not proposing a change in the building materials of brick/cultured stone; cement Hardie board and vertical lap siding. All homes will have a balcony or patio so there will be an additional 11 stacks of balconies spread out around the building perimeter. Windows may be shifted to match the new programming, but the size and style of windows will remain unchanged. The front entrance as reflected in the attached material will be fine-tuned to reflect/match the adjacent units but will look basically the same. There will be no change to the exterior parking and to accommodate the additional 45 homes, the underground garage will be expanded (see attached) to match the additional homes. In short, changes would be subtle and the general building appearance and height would remain unchanged. United Properties will provide updated floor plans and exterior elevations provided there is support and approval for this pivot from the Applewood to the Amira senior brand. It is a significant time and financial undertaking to reprogram these floor plans and then reflect these changes to the exterior. When a unit demising wall changes the windows may shift to reflect the room within. This would happen throughout each floor. United has recently completed this identical change of use at a former Applewood community in Lake Elmo. This was previously a 100-unit Applewood which was changed to a 146-unit Amira. Like this location, we did not change to building footprint or building height; and the additional parking was accommodated by expanding the underground garage. Sincerely, Beth Hustad Trek Real Estate and Development OHW O H W LIFT STATIONPROPERTY LINEPROPERTY LINE LAKE LOT 1 4.65 AC PROPERTY LINEPROPERTY LINE PROPERTY LINE POND POND WETLAND BSTR. PUMP STATION O H W POND/ FILTRATION BASIN 1D POND c 1OFCOOK LAKE HIGHLANDS CORCORAN, MINNESOTA TREK DEVELOPMENT4-6-2023 JLT Name Reg. No.Date Revisions Date Designed Drawn 2022 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota 1SITE PLAN OVERALL 0 units 32 units 145 units 19 lots 196 units/lots 4-6-2023-updated unit count from 8/4/2022 submittal by Civil Site Group LIFTSTATIONPROPERTY LINE LOT 14.65 ACPROPERTY LINE PROPERTY LINEPROPERTY LINEPROPOSEDSENIOR(102 UNITS)25' BLDG. STBK25' PKG. STBK25' BLDG. STBK25' BLDG. STBK10' PKG. STBKBLOCK 2NOPARKING6' CURB TAPER (TYP.)CONSTRUCTION LIMITS25' BLDG. STBKNOPARKINGPONDACCESS25' BLDG. STBK25' PKG. STBK10' PKG. STBK 30' BLDG. STBK50' PKG. STBK100' BLDG. STBKNOPARKINGNOPARKINGCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSPROPERTY LINEPROPERTY LINE LOT LINELOT 22.14 AC30' BLDG. STBK50' PKG. STBK10' PKG. STBK25' BLDG. STBK25' PKG. STBK100' BLDG. STBK30' BLDG. STBKBLOCK 1 10' PKG. STBK NOPARKINGSHORELANDOVERLAY LINELOT 11.88 ACLOT 14.65 ACNEW ROW LINEPROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINE PROPERTY LINEPROPERTY LINE PROPERTY LINE PROPERTY LINENEW ROW LINEFEMA FLOODPLAIN LINE20'X30' EMERGENCYOVERFLOW. INSTALL MNDOTCATEGORY 4 TURFREINFORCEMENT MAT ANDMNDOT CATEGORY 4 EROSIONCONTROL BLANKET.TURF REINFORCEMENT MATSHALL BE SOIL FILLEDWETLAND BUFFERLOT 22.14 ACPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE25' BLDG. STBK30' BLDG. STBK2 25' BLDG. STBK25' BLDG. STBK30' BLDG. STBK25' BLDG. STBK100' BLDG. STBK30' BLDG. STBK 30' BLDG. STBK 25' BLDG. STBK25' BLDG. STBK100' BLDG. STBK25' BLDG. STBK25' BLDG. STBK3 PONDPONDWETLANDWETLANDWETLAND4 5 6 7 8 9 101 BSTR.PUMPSTATION11BLOCK 1BLOCK 2BLOCK 1 BLOCK 3 BLOCK 3PONDGHOST PLATGHOST PLATD&U EASEMENTLINED&U EASEMENTLINED&U EASEMENTLINED&UEASEMENTLINEOTL. B0.06 ACOTL. A0.32 ACOTL. C8.37 ACOTL. C8.37 ACOTL. D0.07 ACBUFFER LINEPOND/ FILTRATIONBASIN 1D30' BLDG. STBK25' BLDG. STBKOTL. E0.009 ACCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONLIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONLIMITSCONSTRUCTION LIMITSCONSTRUCTIONLIMITSCONSTRUCTION LIMITSD&U EASEMENTLINEEXISTINGEASEMENT LINED&U EASEMENTLINED&U EASEMENTLINED&U EASEMENT LINE25' BLDG. STBKLOT 20.31 AC25' BLDG. STBK25' BLDG. STBK1213141516171918OTL. F1.25 ACBUFFER INFO25' AVG. BUFFER AREA=30,939 SFPROP. BUFFER AREA= 33,659 SFBUFFER LINEBUFFER LINEEXISTINGEASEMENT LINEWETLAND BUFFER SIGN (18 TOTAL),COORDINATE FINAL LOCATION W/ CITYPRIOR TO CONSTRUCTION, TYP. SIGNSTO BE PURCHASED FROM CITY.WETLAND BUFFER SIGN (18 TOTAL),COORDINATE FINAL LOCATION W/ CITYPRIOR TO CONSTRUCTION, TYP. SIGNSTO BE PURCHASED FROM CITY.PONDACCESSCivil Engineering Surveying Landscape Architecture5000 Glenwood AveGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cCOOK LAKE HIGHLANDS Corcoran, Minnesota 4655 Nicols Road, Suite 106, Eagan, MN 55122 JB LIMITED, LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION2/9/22CITY RESUBMITTAL3/23/22CITY RESUBMITTAL6/13/22CONSTRUCTION DOCUMENTS....PROJECT NUMBER:200112/5/21CITY RESUBMITTAL3/15/21CITY RESUBMITTAL6/7/21CITY RESUBMITTAL11/29/2021CITY RESUBMITTAL1/11/22CITY RESUBMITTAL1/26/22CITY RESUBMITTAL12/15/20CITY SUBMITTALDRAWN BY:REVIEWED BY:KIT, DKDK, MP..............202048776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.6/13/225/6/22CITY RESUBMITTALREVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLANOVERALL6/18/21CITY RESUBMITTAL4/10/23CITY RESUBMITTAL........SITE AREA TABLE:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = "NO PARKING THIS SIDE OF STREET"NPF = "NO PARKING FIRE LANE"NPC= "NO PARKING IN CUL-DE-SAC'ST = STOPCP = COMPACT CAR PARKING ONLY01" = 80'-0"80'-0"40'-0"NKnow what'sbelow.before you dig.CallRPRIVATE CONCRETE PAVEMENT AS SPECIFIED (PADOR WALK) SEE GEOTECHNICAL REPORT FORAGGREGATE BASE & CONCRETE DEPTHS, SEEDETAIL.PROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANBITUMINOUS PAVEMENT. SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DEATIL.CONSTRUCTION LIMITSTOCITY OF CORCORAN NOTES:1.CONTRACTOR SHALL GET A SIGN PERMIT FROM THE CITY OF CORCORAN PRIOR TOTHE CONSTRUCTION OF ANY SIGNS.2.NO CLOSURES OR RESTRICTIONS OF ANY KIND SHALL BE IMPOSED UPON THEPUBLIC USE OF COUNTY ROAD 10 WITHOUT THE COUNTY'S PERMISSION. SHOULDANY LANE RESTRICTIONS BE NECESSARY, THE CONTRACTOR SHALL NOTIFY THECOUNTY AT LEAST 48 HOURS IN ADVANCE AND PROVIDE A TRAFFIC CONTROL PLAN.CITY CONCRETE SIDEWALK PAVEMENT. SEE DETAIL.1.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO,LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR ISRESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TOLOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.2.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.3.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS.4.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERSREPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.5.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THEFIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.6.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TOBUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.7.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECTPRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS,PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TOREJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.8.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL.9.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OFCROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCALGOVERNING BODIES.10.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.11.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.12.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.13.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.14.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.15.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.16.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.17.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS.18.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.SITE LAYOUT NOTES:Zoning:Existing Zoning: RMF-2 ( Mixed Residential District, 8-10 u/a)2040 Land Use Guide:Mixed ResidentialProposed Zoning/ Land Use:PUDOverall Net Density:Max=198 units/lots (10 u/a) - Met CouncilMin=158 units/lots (8 u/a) - Met CouncilMax=166 units/lots (10 u/a) - City of CorcoranMin=133 units/lots (8 u/a) - City of CorcoranBlock 1, Lot 1, Kid Day Care: 0 unitsBlock 1, Lot 2, Memory Care: 32 unitsBlock 2, Lot 1, Senior Living:102 units Block 3, Villa SF lots 50' x 125' min.: 20 lotsTOTAL:154 units/lotsTYPICAL VILLA HOMESINGLE FAMILY LOT INFORMATION:LOT NUMBERPAD SIZELOT LINED & U EASEMENT10' FRONT & REAR5' SIDE (TYP.)BUILDING SETBACK20' FRONT30' REAR5' SIDES/ 25' SIDE ROW40'x70'PADROW LINECURB LINEMINIMUM LOT SIZE:6,750 SFSHORELAND OVERLAY LINEPROPOSED WETLAND BUFFER AREAPOND ACCESS ROUTE Memo To: Kevin Mattson, City of Corcoran From: Kent Torve, City Engineer Steve Hegland, PE Project: Cook Lake Highlands PUD Amendment Date: April 17th, 2023 Exhibits: This Memorandum is based on a review of the following documents: 1. Cook Lake Highlands PUD Amendment Site Plan, Revision Dated April 10 th, 2023 Comments: General: 1. The proposed site plans have no impacts on the public water and sewer systems which were previously reviewed and approved. 2. The modifications for the increased impervious areas within the building lots have been reviewed by the City and watershed and meet the regulatory standards. 3. The adjacent roadway system will continue to operate to a sufficient level with the additional units. End of Comments Page 1 of 6 STAFF REPORT Agenda Item: 8b. City Council Meeting: May 11, 2023 Prepared By: Chris Hong through Kendra Lindahl, AICP Topic: Final Plat and Final Planned Unit Development (PUD) Plan for “Rush Creek Reserve 3rd Addition” (city file no. 23-007) PUBLIC HEARING. Easement Vacation for “Rush Creek Reserve 3rd Addition” (City File No. 23-007) Action Required: Approval Review Deadline: May 20, 2023 1.Description of Request The applicant, M/I Homes of Minneapolis/St. Paul, LLC, has submitted a request for approval of a final plat and final PUD plan application for “Rush Creek Reserve 2nd Addition”, a development of 18 residential units on 4.6 acres. The applicant has also requested approval to vacate drainage and utility easements established on Outlot C of Rush Creek Reserve. The easements are no longer needed as new easements were provided with the Rush Creek Reserve 3rd Addition plat. A public hearing must be held for an easement vacation. 2.Background In the Summer of 2014, the Council reviewed a concept plan for the project, formerly known as the Sawgrass development. On December 11, 2014, the Council granted preliminary approvals for 246 homes on 103 acres. These approvals were valid for two years. On February 23, 2017, January 25, 2018, and February 28, 2019, one -year extensions were approved for the project. On February 27, 2020, the Council approved an extension of the preliminary approvals until August 27, 2020. On November 23, 2020, the Council approved phase 1 of Rush Creek Reserve for 80 residential lots and eight outlots on 103 acres. A PUD amendment was also processed with the final PUD for phase 1. On April 28, 2022, Council approved final plats and final planned unit development (PUD) plans for Rush Creek Reserve 2nd Addition which replatted Outlots D and F of Rush Creek Reserve (1st Addition). Page 2 of 6 On May 26, 2022, Council approved a PUD amendment to allow reduced side yard setbacks for the twin home and townhome portions of the develo pment. On April 27, 2023, the Council was originally scheduled to review these requests. The applicant requested that the matter be tabled to the May 11 th Council meeting. The public hearing for the vacation was opened on April 27 th and continued to the May 11th Council meeting. 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. The City has a relatively high level of discretion in approving the vacation. If the City finds that the drainage and utility easement is no longer needed, the City may vacate the easement. B. Consistency with Ordinance Standards Final Plat The applicant is requesting approval of a final plat for 18 residential lots. The final plat is consistent with the approved preliminary plat and final PUD plan for the entire development. If this subdivision is approved, it would bring the total number of platted lots to 204 in the Rush Creek Reserve project. 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. Page 3 of 6 The 3rd addition will plat 18 residential villa lots. There is a master association with three sub-associations, including one for the villas. Lot Size and Setbacks The applicant is showing lot sizes and setbacks that are consistent with the preliminary plat and preliminary PUD plan. The minimum lot size is 4,000 square feet and the minimum lot width is 55 feet measured at the setback line. Detached villas have a minimum front setback of 20 feet (15 feet for front porches), rear setback of 20 feet and side setbacks of 7.5 feet. All lots meet size and setback requirements. Each street frontage is a corner lot and the plans must show front setbacks on both lot lines. Landscaping Section 1060.070 of the Zoning Ordinance requires on e overstory tree for each home. At least two overstory trees, in addition to the required street tree, must be planted on each villa lot. The submitted landscape plan complies with this requirement. Signage No development signage is proposed with this addition. Easements The applicant has provided 10 ft. drainage and utility easements along the front and rear lot lines and 5 ft. drainage and utility easements along the side lot lines for residential lots. The City Engineer’s memo details areas in which additional easements are needed for utilities. Streets The street layout and design are consistent with the preliminary approvals. Xyloid Avenue was constructed in earlier phases of the development and will be extended into a cul-de-sac. It will be a 28-foot road within a 50-foot right-of-way. In consultation with the Public Works department, the City Engineer recommends removal of the cul-de-sac island on Xyloid Avenue because of the maintenance issues they create. This shall modify condition 19 of the Resolution 2014-73 approving the preliminary PUD development plan to eliminate the landscape cul-de-sac island requirement. Plans must be revised to remove the island as a condition for approval. All 28-foot roads must be signed no parking on one side of the roadway and no parking signs are required within all cul-de-sacs. Per the City Engineer’s memo, the Signing and Striping Plan (T1.01) must be revised to show the required no parking signs. Parking Section 1060.060 requires that all single family housing units include 2 parking stalls per unit. All of the villa floor plans include a 2-car garage. Page 4 of 6 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 3 rd Addition, however, several wetlands are adjacent to the plan in areas that will be graded. Section 1050.010, Subd. 7 requires that monuments be installed at each lot line where it crosses a wetland buffer and where needed to indicate the contour of the buffer, with a maximum spacing of 200 ft. along the wetland buffer edge. Plans must be revised to show these wetland buffer mouments as a condition for approval. Parks, Trails and Open Space Plans must be revised to move the proposed sidewalk on the east side of Xyloid Avenue to the west to connect to the eight-foot trail as a condition for approval. The development residents will benefit from proximity to the community park to the south and the public trails connecting this development to public parks.The City should accept park dedication in the form of land where shown on plans. Park dedication due is based on the requirements in place at the time of final plat. Park dedication is required at 15% of the net pre-development area or cash-in-lieu of land. The City will take a combination of land (in the form of trail easements) and cash to satisfy the park dedication requirements. Plans show the construction of an off-road trail (net area 0.1 net acre) with this phase between Lots 8 and 9, Block 1. The applicant must also provide a trail easement exhibit for this phase. Page 5 of 6 Density exhibits submitted by the applicant show 4.6 pre-development net acres for this phase, which would require: • Park land dedication of 0.69 net acres (4.6 x 15%) • Cash-in-lieu of land, or • Some combination of cash and park land Park dedication will be a combination of cash-in-lieu of land and off-road trail easements calculated as follows: 18 single family lots = $107,172 (18 x $5,954) The trail easement of 0.1 net acres satisfies 2.2% of required park dedication. Therefore, the remaining cash-in-lieu of land shall be $104,842.17 ($107,172 x 97.8%). Easement Vacation As part of the Rush Creek Reserve subdivision , blanket drainage and utility easements were provided over all outlots. When the applicant replatted the outlot as the next phase of development (Rush Creek Reserve 3rd Addition), they also submitted an easement vacation and provided new drainage and utility easements over the new parcels. The existing easements are no longer needed because new easements are being dedicated with the Rush Creek Reserve 3rd Addition plat. The easement vacation will be recorded at the County with the Rush Creek Reserve 3rd Addition plat. 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. Figure 1. Rush Creek Reserve 3rd Addition vacation area Page 6 of 6 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 2023-34 approving the final PUD plan, b. Resolution 2023-35 approving the final plat and development contract and c. Resolution 2023-36 approving the Rush Creek Reserve 3rd Addition vacation Attachments 1. Resolution 2023-34 approving the final PUD plan for Rush Creek Reserve 3rd Addition 2. Resolution 2023-35 approving the final plat and development contract for Rush Creek Reserve 3rd Addition 3. Resolution 2023-36 approving the vacation for Rush Creek Reserve 3rd Addition 4. Development Contract 5. Site Location Map 6. City Engineer’s Memo dated April 20, 2023 7. Applicant’s narrative dated March 21, 2023 8. Final Planned Unit Development Plans dated April 14, 2023 9. Final Plat dated March 21, 2023 10. Vacation Exhibit dated March 21, 2023 11. Phasing Plan dated April 17, 2023 City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-34 Page 1 of 2 Motion By: Seconded By: APPROVING FINAL PLANNED UNIT DEVELOPMENT PLAN FOR “RUSH CREEK RESERVE 3RD ADDITION” FOR M/I HOMES OF MINNEAPOLIS/ST. PAUL LLC (PID 23-119- 23-420-103) (CITY FILE NO. 23-007) WHEREAS, M/I Homes of Minneapolis/St. Paul, LLC (the “applicant”) has requested approval of a final planned unit development (PUD) plan for “Rush Creek Reserve 3rd Addition” for 18 new residential units on 4.6 acres of property legally described as: Outlot C, Rush Creek Reserve Second Addition, according to the recorded plat thereof, Hennepin County, Minnesota. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a final PUD plan, subject to the following conditions: 1.A final PUD plan is approved to create 18 residential lots for “Rush Creek Reserve 3rd Addition” in accordance with the plans and application received by the City on March 21, 2023, April 10, 2023 and April 14, 2023, except as amended by this resolution. 2.Approval is subject to the preliminary approvals (Resolutions 2014-72 and 2014-73) in addition to the final PUD approval for the project (Resolution 2020-87). 3.Approval is contingent upon approval of the final plat (Resolution 2022-42). 4.The applicant shall comply with all requirements of the City Engineer’s memo dated April 20, 2023. 5.The plans shall be revised to eliminate the cul-de-sac island from Xyloid Avenue. a.The City Engineer recommends that the island be removed due to maintenance issues. b.This shall modify condition 19 of Resolution 2014-73 approving the preliminary PUD development plan to eliminate the landscape cul-de-sac island requirement from this phase and future phases of the development. c.Plans must be updated to eliminate the cul-de-sac island. 6.The HOA shall be responsible for the maintenance of ponds, sidewalks and all common areas, including lighting and landscaping in those areas. 7.Parking shall be permitted on one side of the street and shall be signed in accordance with City standards. 8.Lighting shall comply with the requirements of Section 1060.040 of the Zoning Ordinance and generally be placed on the sidewalk side of the street. a.The applicant shall work with City staff to finalize the street locations. City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-34 Page 2 of 2 9.The future homeowners in the development will benefit from the public trail system in Corcoran. Park dedication for Rush Creek Reserve shall be a combination of land (in the form of trail easements) and cash to satisfy the park dedication requirements. Park dedication is required at final plat of each phase. a.Park dedication for this phase shall be credit for the off-road trail easement dedicated to the City and the remainder shall be cash-in-lieu of land for 18 single family units. b.Trails shall be 8 ft. wide in a 20 ft. wide trail easement and credit shall be given for the net area of the easement. c.The remainder of park dedication shall be cash-in-lieu of land. d.The applicant shall be responsible for finished grading and ground cover for all trails within the development. No credit towards the required dedication shall be given for this work. e.Credit shall be given for trail paving, if directed by the City. FURTHER, the following items must be addressed prior to issuance of building permits: 10.Mechanical equipment (including air conditioning units) must be located in the side or rear yard and shown on plans. 11.The plans must show centralized mailbox locations. These mailbox locations shall be approved by the US Postal Service and proof of the approved locations shall be provided to the City. 12.Any request for the City to inspect the required landscaping in order to reduce financial guarantees must be accompanied by recertification/verification of field inspection by the project Landscape Architect. A letter signed by the Landscape Architect verifying plantings (including wetland and pond buffers) have been correctly installed in compliance with the plans and specifications will suffice. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 11th day of May 2023. ________________________________ Tom McKee - Mayor City Seal ATTEST: ___________________________________ Michelle Friedrich - City Clerk City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-35 Page 1 of 2 Motion By: Seconded By: APPROVING FINAL PLAT AND DEVELOPMENT CONTRACT FOR “RUSH CREEK RESERVE 3RD ADDITION” FOR M/I HOMES OF MINNEAPOLIS/ST. PAUL LLC (PID 23-119- 23-420-103) (CITY FILE NO. 23-007) WHEREAS, M/I Homes of Minneapolis/St. Paul, LLC (the “applicant”) has requested approval of a final plat for “Rush Creek Reserve 3rd Addition” for 18 new residential units on 4.6 acres of property legally described as: Outlot C, Rush Creek Reserve Second Addition, according to the recorded plat thereof, Hennepin County, Minnesota. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for final plat, subject to the following conditions: 1.A final plat is approved to create 18 residential lots for “Rush Creek Reserve 3rd Addition” in accordance with the plans and application received by the City on March 21, 2023, April 10, 2023 and April 14, 2023, except as amended by this resolution. 2.Approval is subject to the preliminary approvals (Resolution 2014-72 and 2014-73) in addition to the final PUD approval for the project (2020-87). 3.Approval is contingent upon approval of the final PUD (Resolution 2023-34) and easement vacation (Resolution 2023-36). 4.An encroachment agreement shall be required for the retaining wall on the erosion control and grading plans and any other items placed within the City right-of-way or easements if approved by the City. 5.The applicant must submit a final plat for each future phase of development. No approvals are granted at this time for phases of development. 6.The applicant shall comply with all requirements of the City Engineer’s memo dated April 20, 2023. 7.Park dedication shall be as required by Resolution 2023-34 approving the final PUD development plan. FURTHER, prior to release of the final plat for recording: 8.The following documents must be approved by the City Attorney: a.Homeowners Association documents b.Trail Easement in recordable form (including any changes to the existing easement in Outlot B, Rush Creek Reserve 2nd Addition) c.Encroachment Agreement(s) d.Development Contract City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-35 Page 2 of 2 9.Letter of credit must be in place and all fees paid. 10.Plans must be revised to show: a.Wetland buffer monuments for the wetland buffers west of the project site. b.The sidewalk moved from the east to the west side of Xyloid Avenue in this phase connecting to the constructed trail. FURTHER, that the following conditions must be met prior to issuance of building permits: 11.The applicant must file the final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. 12.Record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. 13.The following documents must be recorded at Hennepin County: a.Homeowners Association documents b.Trail Easement c.Encroachment Agreement d.Development Contract FURTHER, that the following conditions must be met prior to release of remaining escrow: 14.Lot corner monuments shall be installed as required by the Subdivision Ordinance. A financial guarantee shall be required to ensure installations per City requirements. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 11th day of May 2023. ________________________________ Tom McKee - Mayor City Seal ATTEST: ___________________________________ Michelle Friedrich - City Clerk City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-36 Page 1 of 2 Motion By: Seconded By: A RESOLUTION APPROVING VACATION OF DRAINAGE AND UTILITY EASEMENT IN RUSH CREEK RESERVE 3RD ADDITION (PID 23-119-23-420-103) (CITY FILE NO. 23-007) WHEREAS, M/I Homes of Minneapolis/St. Paul, LLC (the “applicant”) has requested approval of an easement vacation, and; WHEREAS, the applicant has requested vacation of the existing easements on property legally described as follows: Outlot C, RUSH CREEK RESERVE ADDITION, Hennepin County, Minnesota. WHEREAS, the Corcoran City Council reviewed the vacation at a duly called public hearing, and; WHEREAS, notice of the public hearing was mailed to all landowners of property directly abutting the area to be vacated and all utility companies serving the area, and; WHEREAS, notice of the public hearing was published in the official newspaper, and; WHEREAS, the City finds that the existing drainage and utility easements are no longer required as new easements were dedicated with the Rush Creek Reserve 3rd Addition plat, and; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the vacation, subject to the following conditions: 1.The applicant must record the resolution approving the vacation at Hennepin County and provide the City of Corcoran with proof of recording. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-36 Page 2 of 2 Whereupon, said Resolution is hereby declared adopted on this 11th day of May 2023. ________________________________ Tom McKee - Mayor City Seal ATTEST: ___________________________________ Michelle Friedrich - City Clerk (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) RUSH CREEK RESERVE 3RD ADDITION This DEVELOPMENT CONTRACT (this “Contract”) dated ____________________, 2023, is entered into by and between the CITY OF CORCORAN, a Minnesota municipal corporation (the “City”), and M/I Homes of Minneapolis/St. Paul, LLC, A DELAWARE CORPORATION (the “Developer”) and shall be effective upon full execution by the City and the Developer. The City and the Developer are sometimes collectively referred to herein as the “parties” or each a “party”. This is an amendment to the master Rush Creek Reserve Development Contract dated June 9, 2021. 1)REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for Rush Creek Reserve 3rd Addition (referred to in this Contract as the "plat"). The land is situated in the County of Hennepin, State of Minnesota, and is legally described in the attached Exhibit A (the “Subject Property”). 2)CONDITIONS OF PLAT APPROVAL. The Developer shall enter into this Contract, furnish the security required by it, and record the plat upon City approval with the County Recorder or Registrar of Titles. 3)RIGHT TO PROCEED. Unless separate written approval has been given by the City, within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Administrative Services Director, 2) the necessary security has been received by the City, 3) the plat, development contract and other associated documents have been recorded with the Hennepin County Recorder's Office and proof of recording has been provided to the City, and 4) the City has authorized the Developer to proceed, in writing. However, the Developer may be allowed to begin grading the site when items 1, 2 and 4 of the previous sentence have been satisfied. 4)PHASED DEVELOPMENT. If the plat is a phase of a multi-phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has failed to fulfill all obligations in this Contract and the failure has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer Revised Agenda Item: 8b4. - 2 – and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 5) PRELIMINARY PLAT STATUS. If the plat is a phase of a multi-phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless the initial phase is final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 6) CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved final plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. Notwithstanding the provisions of this paragraph, in the event that changes to federal or state law prohibit or limit the City’s authority to collect the costs of off-site improvements for this project as contemplated in Section 9 herein and the parties do not mutually agree to remain bound to the terms contemplated in said Section 9, the City shall have the right to substitute off-site improvement cost collection provisions which are: 1) in compliance with applicable law; and 2) which result in reasonably comparable cost contribution from the Developer. 7) DEVELOPMENT PLANS. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Contract, the written terms herein shall control. The plans are: Exhibit A – Legal Description Plan A – Final Plat, received March 21, 2023 Plan B – Final Grading, Drainage, and Erosion Control Plan, received April 14, 2023 Plan C – Final Sanitary Sewer, Watermain and Storm Sewer Plan, received April 14, 2023 Plan D – Final Tree Preservation and Reforestation Plan, received April 14, 2023 Plan E – Final Landscape Plan, received April 14, 2023 Plan F – Phasing Plan, received April 14, 2023 8) IMPROVEMENTS. The Developer shall install and pay for, without limitation, all of the following improvements: a. Streets b. Sanitary Sewer c. Watermain d. Surface Water Facilities (pipe, ponds, rain gardens, etc.) e. Grading and Erosion Control f. Sidewalks/Trails g. Street Lighting h. Underground Utilities i. Street Signs and Traffic Control Signs j. Landscaping - 3 – k. Tree Preservation l. Wetland Mitigation and Buffers m. Monuments Required by Minnesota Statutes n. Miscellaneous Facilities In addition to the above-listed improvements, Developer shall be responsible for all other costs necessary to construct the improvements pursuant to the City-approved plans. The Developer shall submit plans which have been prepared by a competent registered professional engineer to the City for approval by the City Engineer or designee. The Developer may instruct its engineer to provide full-time field inspection personnel in order for the Developer's engineer to be able to certify that the construction work meets the approved City standards as a condition of City acceptance. In addition, the City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all instructions received from the City's inspectors. The Developer and/or the Developer’s engineer shall provide for on-site project management. The Developer's engineer is responsible for design changes and contract administration between the Developer and the Developer's contractor. The Developer or his or her engineer shall schedule a pre- construction meeting at a mutually agreeable time at City Hall with all parties concerned, including the City staff, to review the program for the construction work. All labor and work shall be performed and completed in the best and most workmanlike manner and in strict conformance with the approved plans and City Engineering Design Standards. No deviations from the approved plans and Standards will be permitted unless authorized by the City Engineer or designee. The Developer agrees to furnish to the City a list of contractors being considered for retention by the Developer for the performance of the work required by the contract. The Developer shall not do any work or furnish any materials not covered by the plans and special conditions of this contract, for which reimbursement is expected from the City, unless such work is first approved in writing by the City Engineer or designee. The Developer shall be responsible for construction of all improvements in conformance with the approved plans, City Engineering Design Standards and Standard Details. 9) OFF-SITE PUBLIC IMPROVEMENTS. The City intends to make off-site improvements as part of the Rush Creek Reserve subdivision. The developer agrees to fund off-site improvements as noted in this Contract. No off-site improvements are required with Rush Creek Reserve 3rd Addition. a. The following improvements were required with the 2nd Addition and a LOC for the improvements was collected with the 1st Addition Development Contract. CSAH 116 Water Looping. Water looping is necessary and is being constructed and being paid for by the developer as outlined in the Development Contract for the 2nd Addition. Northeast Utility Corridor and Emergency Access. The developer is responsible for the Northeast Utility Corridor and Emergency Access. This project is being completed as part of the 2nd Addition. - 4 – b. The developer performed the northern offsite stormwater conveyance project with the 1st Addition. Developer established $150,000 in LOC with the 1st Addition for this work. c. For the CSAH 116 Water Looping and Northeast Utility Corridor and Emergency Access projects, $450,000 was established as a LOC with the 1st Addition. 10) CONTRACTORS/SUBCONTRACTORS. City Council members, City employees, and City Planning Commission members, and corporations, partnerships, and other entities in which such individuals have greater than a 25% ownership interest or in which they are an officer or director may not act as contractors or subcontractors for the public improvements identified in Paragraph 8 above. 11) PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: City of Corcoran for Building Permits Minnesota Department of Health for Watermain MPCA for Sanitary Sewer Extension 12) TIME OF PERFORMANCE. The Developer shall install all required public improvements in this phase by October 31, 2023, with the exception of the final wear course of asphalt on streets. The City will not accept new public streets in the 3rd Addition until 80% of the homes in the 3rd Addition have received a certificate of occupancy and the streets have weathered a full winter season. Final wear course placement outside of this time frame must have the written approval of the City Engineer. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 13) LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 14) CONSTRUCTION ACCESS. Haul routes for vehicles used in transport of materials shall be designated by the City Engineer. The City Engineer has discretion to change the designated haul routes at any time in event of unforeseen circumstances. This Agreement may be terminated and all work on the Subject Property may be halted by the City for Developer’s failure to use the designated haul routes or for any other violation of this Agreement. 15) GRADING PLAN. The plat shall be graded in accordance with the approved grading drainage and erosion control plan, Plan "B". The plan shall conform to City of Corcoran Engineering Design Standards. 16) EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. Erosion control practices must comply with the Minnesota Pollution Control Agency’s Best Management Practices. The City may impose additional erosion control requirements which the City determines would be beneficial. The City is an MS4 City and all erosion control shall comply with the Corcoran City Code and the Corcoran Engineering Design Standards. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan. Further, the City shall have the authority to stop work on the Subject Property and/or withhold additional building permits or - 5 – certificates of occupancy in the event that the Developer fails to comply with the approved erosion control plan. 17) STREET MAINTENANCE DURING CONSTRUCTION. The Developer shall be responsible for all street maintenance until the streets affected by the project are accepted by the City. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on the same and to direct attention to detours. If and when streets become impassable, such streets shall be barricaded and closed. In the event residences are occupied prior to completing streets, the Developer shall maintain a smooth surface and provide proper surface drainage to ensure that the streets are passable to traffic and emergency vehicles. The Developer shall be responsible for keeping streets within and without the subdivision swept clean of dirt and debris that may spill, track, or wash onto the street from Developer’s operation. 18) OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract and acceptance of the work by the City, the public improvements lying within public easements or right-of-way shall become City property. This provision shall not apply to private improvements (e.g. private retaining walls) which encroach upon public easement or right-of-way, and such encroachments shall be subject to any applicable and separate encroachment agreement. Prior to acceptance of the improvements by the City, the Developer must furnish the following affidavits: a. Record Drawings b. Certification from the Registered Land Surveyor that land corner monuments and wetland buffer signs have been installed according to the approved plans. c. The warranty/performance financial guarantee 19) PARK DEDICATION. Park dedication for Rush Creek Reserve will be a combination of land, dedication and cash. The Developer shall dedicate to the City the trail easements identified on the preliminary plat, except as modified by the approving resolutions and construct all trails as shown on the plans. The developer shall construct the bituminous trails in the subdivision and shall work with the city. The developer shall be responsible for finished grading and ground cover for all trails within the development. No credit for the required dedication shall be given for this work. Credit shall be given for trail paving, if directed by the City. Credit shall be given for the net area of the trail easement area. The remainder of the required park dedication shall be satisfied with cash-in-lieu of land. Park dedication shall be obtained based on the phase being platted. Rush Creek Reserve 3rd Addition shall dedicate a trail easement between Lots 8 and 9, Block 1 to satisfy part of the required park dedication. The remainder of the park dedication requirement for this phase shall be satisfied by a cash contribution of $104,842.17 as calculated in the staff report. 20) WATERMAIN / STORAGE TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a watermain/storage trunk line area charge (TLAC). The charge is calculated as follows: 4.6 net acres (based on pre-developable area) $9,197.81 per acre (Watermain & Raw Water TLAC) = $42,309.93, and 4.6 net acres (based on pre-developable area) $12,433.97 per acre (Treatment & Storage TLAC) = $57,196.26. Future phases shall be cash with the final plat for each future phase subject to the then-current rates. 21) WATER CONNECTION CHARGE. This plat is subject to a water connection charge calculated as follows: 18 single family units x $1,294.00 per unit = $23,292.00. The fees shall be paid at the time of - 6 – building permit. Future development shall be cash at the time of issuance of each building permit at the then-current rates. The developer will be responsible for payment of the then-current water connection charge set by the City of Maple Grove. 22) SANITARY SEWER TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a sanitary sewer trunk line area charge (TLAC). The charge is calculated as follows: The charge is calculated as follows: 4.6 net acres (based on pre-developable area) x $7,526.31 per acre = $34,621.03. Future phases shall be cash with the final plat for each future phase subject to the then-current rates. The developer will also be responsible for payment of the then-current SAC fee set by the Metropolitan Council. 23) SANITARY SEWER CONNECTION CHARGE. This plat is subject to a sanitary sewer connection charge calculated as follows: 18 single family units x $1,280.00 per unit = $23,040.00. The fees shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then-current rates. 24) CREDIT FOR INFRASTRUCTURE. The Developer is eligible for credit for oversizing and overdepth of sanitary sewer where directed by the City. Eligible oversizing credits for onsite improvements will be determined by comparing the City Engineer’s estimated costs for required infrastructure against standard sewer construction project costs developed by the City Engineer for the minimum required line size and depth constructed in similar conditions. The City estimates that the credits shall be a total of $27,995.00 in sewer TLAC credits and $33,950.00 in water TLAC credits. These credits shall be applied at each stage of the development until the credits are exhausted. The density calculations for Phase 2 erroneously included acreages for future phases that were not being developed. This resulted in an overpayment of TLAC fees for Phase 2 that will be applied to future phases until exhausted. For Phase 3 the credits shall be applied as follows: Watermain & Raw Water Trunk line area charge (TLAC) $ 42,309.93 Treatment & Storage TLAC 57,196.26 Phase 2 Sewer TLAC overpayment credit (155,587.60) Phase 3 oversizing credit (33,950.00) Watermain/Storage credit remaining for Phase 4 refund $ (90,031.41) Sanitary Sewer Trunk line area charge (TLAC) $ 34,621.03 Phase 2 Sewer TLAC overpayment credit (134,030.50) Phase 3 oversizing credit (27,995.00) Sanitary Sewer credit remaining for Phase 4 refund $ (127,404.47) Total credit remaining for Phase 4refund $ (217,435.88) - 7 – 25) BUILDING PERMITS/CERTIFICATES OF OCCUPANCY. A. Prior to issuance of building permits other than the model home; utilities, curbing and one lift of bituminous shall be installed on public streets. B. Utilities shall be installed and reasonable access to the lot from a public street shall be provided prior to issuance of a model home permit. One model home will be allowed per product type (single family, twin home, townhome, etc.) per development and shall be on lots acceptable to the City. C. No sewer and water connection permits may be issued until the utilities are tested and approved by the City Engineer. D. The Developer shall comply with the City of Corcoran Engineering Design Standards. E. Prior to issuance of building permits, wetland buffer monuments shall be placed in accordance with the City’s zoning ordinance. Monument signs shall be purchased from the City. The land surveyor must certify that the wetland buffer signs have been installed in accordance with the approved plans. F. Failure to fulfill any of the terms of this Contract by the Developer, including nonpayment of billings from the City, shall be grounds for denial of building permits, including lots sold to third parties, the halting of all work in the plat, and/or the denial of certificates of occupancy. G. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, their contractors, subcontractors, materialmen, employees, agents, or third parties. No sewer and water connection permits may be issued until the streets needed for access have been paved with a bituminous surface and the utilities are tested and approved by the City Engineer. 26) STREET REGULATORY SIGNS/TRAFFIC CONTROL SIGNS. Street name signs shall be installed by the Developer in accordance with the City of Corcoran Engineering Design Standards. The Developer shall install traffic control signs in accordance with the plan approved by the City Engineer and Minnesota Manual on Uniform Traffic Control Devices. All signs must be installed prior to final building inspection approval or earlier if necessary as determined by the City Engineer. 27) STREET LIGHT INSTALLATION AND OPERATION COSTS. The developer shall pay for and install all street lights. The street light shall be of a design approved by the City. The developer 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. - 8 – 28) RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the plat, including but not limited to legal (including, without limitation, attorneys’ fees), planning, engineering and inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. The City may require Developer to post funds in an escrow account, at its discretion. In the event the cash escrow amount is insufficient, Developer shall post additional escrow funds as determined by the City Planner within ten (10) days of written demand. Failure to make payment of the additional escrow amount shall permit the City to supplement those amounts from any other sureties posted by the Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this contract. This is a personal obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. Bills not paid within thirty (30) days shall accrue interest at the rate of eight percent (8%) per year. Further, the City shall have the right to access Developer’s posted security to obtain reimbursement for unpaid invoiced amounts. Should Developer’s security be insufficient to cover any amounts owed to the City and unpaid after invoicing, the City may assess such amounts against the Subject Property. Developer, on behalf of itself and it successors and assigns, hereby waives any assessment notice requirements and any right to appeal such assessment pursuant to Minnesota Statute 429. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. 29) SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Compliance with the conditions of the preliminary approvals (Resolution 2014-72 and 2014- 73), the PUD Amendment (2022-87), the PUD Final Development Plan (Resolution 2023-34) and Final Plat approval (Resolution 2023-35) is required. - 9 – B. Before the City signs the final plat, the Developer shall convey the Park to the City by warranty deed, free and clear of any and all encumbrances. Before the City signs the final plat, the developer shall convey the required trail easements to the City in a form satisfactory to the City. C. The Developer shall install an eight-foot trail. Before the City signs the final plat, the Developer shall furnish the City an appropriately executed trail easement, in recordable form. D. The Developer shall post a $1,800.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 18 lots at $100.00 per lot. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. E. The Developer must obtain a sign permit from the City Building Official prior to installation of any subdivision identification signs. F. The Developer shall include the “City of Corcoran’s Standard Detail” (all applicable sections) in the contract documents of their improvement project. 30) MISCELLANEOUS. A. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. Notwithstanding anything herein to the contrary, in conjunction with a sale of the entire land, the Developer may, without the consent of the City, assign this Contract to a limited liability company or other entity in which the Developer or an affiliate thereof has a controlling membership or other controlling ownership interest, provided that such assignee assumes in writing the obligations of Developer under this Contract and all posted security correspondingly secures the performance of the assignee. B. Certain retaining walls will require a Building Permit. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the Building Official evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls identified on the development plans or by special conditions referred to in this Contract shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. C. Appropriate legal documents including, but not limited to, those regarding Homeowner Association documents, conservation easements, covenants and restrictions, as approved by the City Attorney, shall be filed with the Final Plat. D. Third parties shall have no recourse against the City under this Contract. - 10 – E. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. G. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for failure to fulfill any of the foregoing covenants. H. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. I. The Developer represents to the City that the plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the plat does not comply, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. J. The Contract may be executed in any number of counterparts, each of which shall be deemed to be an original. K. The laws of the State of Minnesota shall govern all issues relating to this Contract and any action brought to enforce rights or obligations herein shall be brought in Hennepin County, Minnesota. L. All exhibits, plan documents, City approval documents, and City planning or engineering memos referenced herein are hereby incorporated into and shall become a part of this Contract as if attached hereto. M. Upon completion of construction, the Developer shall provide the City with as-built records of all soil corrections and utility infrastructure installations made by the Developer on the Subject Property or within any affected public right-of-way. N. Upon completion of installation of the same (as applicable), any sanitary sewer installed on the Subject Property shall be televised at the Developer’s expense and the Developer shall submit a recording of the same to the City for the City’s records. - 11 – O. The Developer shall install railings adjacent to slopes on the Subject Property in compliance with the building, as determined by the Building Official. 31) DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than 48 hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a court order for permission to enter the Subject Property. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part to the Subject Property and the Developer, on behalf of itself and its successors and assigns, hereby waives any right to appeal said assessment. 32) WARRANTY/PERFORMANCE GUARANTEE. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit or performance bond for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to one (1) year from the date of final written acceptance, unless the wear course is placed during the same construction season as the bituminous base course. In those instances, the Developer shall guarantee all work, including street construction, concrete curb and gutter, sidewalks and trails, material and equipment for a period of two (2) years from the date of final written City acceptance of the work. C. The required warranty period for sod, trees, and landscaping is one full growing season following installation. Following construction, a certification signed by the design landscape architect shall be filed with the City evidencing that the sod, trees, and landscaping was installed in accordance with the approved plans and specifications. 33) SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit, in a form acceptable to the City, from a bank, cash escrow or a combination cash escrow and Letter of Credit ("security") for $827,875.13, which represents 100 percent of the estimated cost of the Improvements. The letter of credit shall include an automatic renewal clause. The letter of credit shall guarantee to the City the construction and satisfactory completion of all items to be completed by the developer; that the letter of credit shall be reduced from time to time as work is performed and accepted in a satisfactory manner; that the City Engineer may reduce the letter of credit to the amount reasonably estimated by the City Engineer to be necessary to cover the remaining - 12 – 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. - 13 – The amount of the security was calculated as follows: ESTIMATED COSTS ITEM City Project (1) Developer Installed (2) Total Sanitary Sewer System $209,750.00 $209,750.00 Watermain System $172,080.00 $172,080.00 Stormwater System $75,370.00 $75,370.00 Street Construction $174,414.80 $174,414.80 Street Lighting $25,000.00 $25,000.00 Grading/Erosion Control $58,614.25 $58,614.25 Landscaping/Tree Preservation $49,222.00 $49,222.00 Setting Iron Monuments $1,800.00 $1,800.00 Installing Wetland Buffer Monuments* $300.00 $300.00 SUB-TOTAL: $766,551.05 $766,551.05 City Design, Inspection and Administration (8%) $61,324.08 $61,324.08 Total: $827,875.13 $827,875.13 Total Project Cost $827,875.13 (1) Public Improvement/City Project. City to own and maintain after development complete. (2) Developer Installed Public Improvements. City to own and maintain after development complete. This breakdown is for historical reference; it is not a restriction on the use of the security. If a letter of credit is used to post any portion of the security, the bank shall be subject to the approval of the City Administrator. The City may draw down the security, without notice, for any violation of the terms of this Contract or upon receipt of notice that the security will be cancelled or otherwise lapse prior to the end of the required term and no City- approved replacement security has been provided. If the required public improvements are not completed at least 30 days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City Engineer or designee that work has been completed and financial obligations to the City have been satisfied, with City Engineer or designee approval the security may be reduced from time to time by 75% of the financial obligations that have been satisfied. Twenty-five percent (25%) of the public improvement and landscaping amounts certified by the Developer's engineer shall be retained as security until: (1) all improvements have been completed; (2) iron monuments for lot corners have been installed; (3) all financial obligations to the City, both actual and anticipated, have been satisfied; (4) the required "record" plans have been received by the City; (5) a warranty security is provided; and (6) the public improvements are accepted by the City. - 14 – 34) INSURANCE REQUIREMENTS. Developer shall take out and maintain or cause to be taken out and maintained until six months after the City’s acceptance of the public improvements: A. Commercial general liability insurance (including operations, contingent liability, operations of subcontractors, competed operations and contractual liability insurance) together with an Owner’s Contractor’s Policy with limits against bodily injury, including death, and property damage (to include, but not be limited to damages caused by erosion or flooding) which may arise out of Developer’s work or the work of any of its subcontractors. B. Limits for bodily injury or death shall not be less than $750,000.00 for one person and $1,500,000.00 for each occurrence; limits for property damage shall not be less than $2,000,000.00 for each occurrence. C. Worker’s compensation insurance, with statutory coverage, if applicable. D. Developer shall file a Certificate of Insurance with the City Administrator prior to commencing site grading. The City and the City Engineer shall be named as Additional Insureds on a primary and non-contributory basis on the Certificate. The Certificate shall be modified to bear the following language: Should any of the above policies be canceled, materially changed, or not renewed before the expiration date thereof, the issuing company shall give thirty (30) days written notice of the same to the Certificate Holder. In the event of cancellation due to non-payment, ten (10) day’s written notice shall be given to the Certificate Holder. Developer shall be responsible for providing the above language to its insurer. The City does not warranty that these amounts will be sufficient to cover all Developer liability related to the work on the Subject Property and Developer shall be responsible for conducting its own analysis of the appropriate levels of coverage. 35) SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City at the time of final plat approval: Sanitary Sewer Trunk line area charge (TLAC)* $ 0.00 Watermain & Raw Water Trunk (TLAC)* 0.00 Treatment & Storage (TLAC) 0 Park Dedication 104,842.17 Engineering Escrow 75,000.00 TOTAL CASH REQUIREMENTS LEVIED: $ 179,842.17 *Phase 3 amount due after credits - 15 – 36) NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: _______________________________ _______________________________ _______________________________ Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Corcoran City Hall, 8200 County Road 116, Corcoran, MN 55340. The Developer shall notify the City within five (5) days of change of address. [Signatures on pages to follow] CITY OF CORCORAN: BY: ______________________________________ Tom McKee, Mayor (SEAL) AND _____________________________________ Jessica Beise, City Administrator STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _______ day of ________________, 20____, by Tom McKee and by Jessica Beise, the Mayor and City Administrator of the City of Corcoran, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ______________________________________ NOTARY PUBLIC DEVELOPER: By: ______________________________________ Its: ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ________ day of ________________, 20____, by __________________________________ the ____________________________________ of ______________________________________ on its behalf. ______________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 EXHIBIT A (the “Subject Property”) OUTLOT C, RUSH CREEK RESERVE SECOND ADDITION FEE OWNER CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________, fee owners of all or part of the Subject Property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the Subject Property owned by them. Fee Owners further consent to the recording of the Agreement against the Subject Property. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of _____________, 2____, by ______________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 MORTGAGEE CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________, which holds a mortgage on the Subject Property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of ________________, 2_____, by __________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 CONTRACT PURCHASER CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________________, which/who has a contract purchaser's interest in all or part of the subject property, the development of which is governed by the foregoing Development Contract, hereby affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the Subject Property in which there is a contract purchaser's interest. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of ________________, 2____, by ____________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) RUSH CREEK RESERVE 3RD ADDITION This DEVELOPMENT CONTRACT (this “Contract”) dated ____________________, 2023, is entered into by and between the CITY OF CORCORAN, a Minnesota municipal corporation (the “City”), and M/I Homes of Minneapolis/St. Paul, LLC, A DELAWARE CORPORATION (the “Developer”) and shall be effective upon full execution by the City and the Developer. The City and the Developer are sometimes collectively referred to herein as the “parties” or each a “party”. This is an amendment to the master Rush Creek Reserve Development Contract dated June 9, 2021. 1)REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for Rush Creek Reserve 3rd Addition (referred to in this Contract as the "plat"). The land is situated in the County of Hennepin, State of Minnesota, and is legally described in the attached Exhibit A (the “Subject Property”). 2)CONDITIONS OF PLAT APPROVAL. The Developer shall enter into this Contract, furnish the security required by it, and record the plat upon City approval with the County Recorder or Registrar of Titles. 3)RIGHT TO PROCEED. Unless separate written approval has been given by the City, within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Administrative Services Director, 2) the necessary security has been received by the City, 3) the plat, development contract and other associated documents have been recorded with the Hennepin County Recorder's Office and proof of recording has been provided to the City, and 4) the City has authorized the Developer to proceed, in writing. However, the Developer may be allowed to begin grading the site when items 1, 2 and 4 of the previous sentence have been satisfied. 4)PHASED DEVELOPMENT. If the plat is a phase of a multi-phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has failed to fulfill all obligations in this Contract and the failure has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer -2 – and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 5)PRELIMINARY PLAT STATUS. If the plat is a phase of a multi-phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless the initial phase is final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 6)CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved final plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. Notwithstanding the provisions of this paragraph, in the event that changes to federal or state law prohibit or limit the City’s authority to collect the costs of off-site improvements for this project as contemplated in Section 9 herein and the parties do not mutually agree to remain bound to the terms contemplated in said Section 9, the City shall have the right to substitute off-site improvement cost collection provisions which are: 1) in compliance with applicable law; and 2) which result in reasonably comparable cost contribution from the Developer. 7)DEVELOPMENT PLANS. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Contract, the written terms herein shall control. The plans are: Exhibit A – Legal Description Plan A – Final Plat, received March 21, 2023 Plan B – Final Grading, Drainage, and Erosion Control Plan, received April 14, 2023 Plan C – Final Sanitary Sewer, Watermain and Storm Sewer Plan, received April 14, 2023 Plan D – Final Tree Preservation and Reforestation Plan, received April 14, 2023 Plan E – Final Landscape Plan, received April 14, 2023 Plan F – Phasing Plan, received April 14, 2023 8)IMPROVEMENTS. The Developer shall install and pay for, without limitation, all of the following improvements: a. Streets b.Sanitary Sewer c. Watermain d. Surface Water Facilities (pipe, ponds, rain gardens, etc.) e.Grading and Erosion Control f.Sidewalks/Trails g.Street Lighting h. Underground Utilities i.Street Signs and Traffic Control Signs j.Landscaping -3 – k.Tree Preservation l.Wetland Mitigation and Buffers m.Monuments Required by Minnesota Statutes n.Miscellaneous Facilities In addition to the above-listed improvements, Developer shall be responsible for all other costs necessary to construct the improvements pursuant to the City-approved plans. The Developer shall submit plans which have been prepared by a competent registered professional engineer to the City for approval by the City Engineer or designee. The Developer may instruct its engineer to provide full-time field inspection personnel in order for the Developer's engineer to be able to certify that the construction work meets the approved City standards as a condition of City acceptance. In addition, the City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all instructions received from the City's inspectors. The Developer and/or the Developer’s engineer shall provide for on-site project management. The Developer's engineer is responsible for design changes and contract administration between the Developer and the Developer's contractor. The Developer or his or her engineer shall schedule a pre- construction meeting at a mutually agreeable time at City Hall with all parties concerned, including the City staff, to review the program for the construction work. All labor and work shall be performed and completed in the best and most workmanlike manner and in strict conformance with the approved plans and City Engineering Design Standards. No deviations from the approved plans and Standards will be permitted unless authorized by the City Engineer or designee. The Developer agrees to furnish to the City a list of contractors being considered for retention by the Developer for the performance of the work required by the contract. The Developer shall not do any work or furnish any materials not covered by the plans and special conditions of this contract, for which reimbursement is expected from the City, unless such work is first approved in writing by the City Engineer or designee. The Developer shall be responsible for construction of all improvements in conformance with the approved plans, City Engineering Design Standards and Standard Details. 9)OFF-SITE PUBLIC IMPROVEMENTS. The City intends to make off-site improvements as part of the Rush Creek Reserve subdivision. The developer agrees to fund off-site improvements as noted in this Contract. No off-site improvements are required with Rush Creek Reserve 3rd Addition. a.The following improvements were required with the 2nd Addition and a LOC for the improvements was collected with the 1st Addition Development Contract. •CSAH 116 Water Looping. Water looping is necessary and is being constructed and being paid for by the developer as outlined in the Development Contract for the 2nd Addition. •Northeast Utility Corridor and Emergency Access. The developer is responsible for the Northeast Utility Corridor and Emergency Access. This project is being completed as part of the 2nd Addition. -4 – b.The developer performed the northern offsite stormwater conveyance project with the 1st Addition. Developer established $150,000 in LOC with the 1st Addition for this work. c.For the CSAH 116 Water Looping and Northeast Utility Corridor and Emergency Access projects, $450,000 was established as a LOC with the 1st Addition. 10)CONTRACTORS/SUBCONTRACTORS. City Council members, City employees, and City Planning Commission members, and corporations, partnerships, and other entities in which such individuals have greater than a 25% ownership interest or in which they are an officer or director may not act as contractors or subcontractors for the public improvements identified in Paragraph 8 above. 11)PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: •City of Corcoran for Building Permits •Minnesota Department of Health for Watermain •MPCA for Sanitary Sewer Extension 12)TIME OF PERFORMANCE. The Developer shall install all required public improvements in this phase by October 31, 2023, with the exception of the final wear course of asphalt on streets. The City will not accept new public streets in the 3rd Addition until 80% of the homes in the 3rd Addition have received a certificate of occupancy and the streets have weathered a full winter season. Final wear course placement outside of this time frame must have the written approval of the City Engineer. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 13)LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 14)CONSTRUCTION ACCESS. Haul routes for vehicles used in transport of materials shall be designated by the City Engineer. The City Engineer has discretion to change the designated haul routes at any time in event of unforeseen circumstances. This Agreement may be terminated and all work on the Subject Property may be halted by the City for Developer’s failure to use the designated haul routes or for any other violation of this Agreement. 15)GRADING PLAN. The plat shall be graded in accordance with the approved grading drainage and erosion control plan, Plan "B". The plan shall conform to City of Corcoran Engineering Design Standards. 16)EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. Erosion control practices must comply with the Minnesota Pollution Control Agency’s Best Management Practices. The City may impose additional erosion control requirements which the City determines would be beneficial. The City is an MS4 City and all erosion control shall comply with the Corcoran City Code and the Corcoran Engineering Design Standards. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan. Further, the City shall have the authority to stop work on the Subject Property and/or withhold additional building permits or -5 – certificates of occupancy in the event that the Developer fails to comply with the approved erosion control plan. 17)STREET MAINTENANCE DURING CONSTRUCTION. The Developer shall be responsible for all street maintenance until the streets affected by the project are accepted by the City. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on the same and to direct attention to detours. If and when streets become impassable, such streets shall be barricaded and closed. In the event residences are occupied prior to completing streets, the Developer shall maintain a smooth surface and provide proper surface drainage to ensure that the streets are passable to traffic and emergency vehicles. The Developer shall be responsible for keeping streets within and without the subdivision swept clean of dirt and debris that may spill, track, or wash onto the street from Developer’s operation. 18)OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract and acceptance of the work by the City, the public improvements lying within public easements or right-of-way shall become City property. This provision shall not apply to private improvements (e.g. private retaining walls) which encroach upon public easement or right-of-way, and such encroachments shall be subject to any applicable and separate encroachment agreement. Prior to acceptance of the improvements by the City, the Developer must furnish the following affidavits: a.Record Drawings b.Certification from the Registered Land Surveyor that land corner monuments and wetland buffer signs have been installed according to the approved plans. c.The warranty/performance financial guarantee 19)PARK DEDICATION. Park dedication for Rush Creek Reserve will be a combination of land, dedication and cash. The Developer shall dedicate to the City the trail easements identified on the preliminary plat, except as modified by the approving resolutions and construct all trails as shown on the plans. The developer shall construct the bituminous trails in the subdivision and shall work with the city. The developer shall be responsible for finished grading and ground cover for all trails within the development. No credit for the required dedication shall be given for this work. Credit shall be given for trail paving, if directed by the City. Credit shall be given for the net area of the trail easement area. The remainder of the required park dedication shall be satisfied with cash-in-lieu of land. Park dedication shall be obtained based on the phase being platted. Rush Creek Reserve 3rd Addition shall dedicate a trail easement between Lots 8 and 9, Block 1 to satisfy part of the required park dedication. The remainder of the park dedication requirement for this phase shall be satisfied by a cash contribution of $104,842.17 as calculated in the staff report. 20)WATERMAIN / STORAGE TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a watermain/storage trunk line area charge (TLAC). The charge is calculated as follows: 4.6 net acres (based on pre-developable area) $9,197.81 per acre (Watermain & Raw Water TLAC) = $42,309.93, and 4.6 net acres (based on pre-developable area) $12,433.97 per acre (Treatment & Storage TLAC) = $57,196.26. Future phases shall be cash with the final plat for each future phase subject to the then-current rates. 21)WATER CONNECTION CHARGE. This plat is subject to a water connection charge calculated as follows: 18 single family units x $1,294.00 per unit = $23,292.00. The fees shall be paid at the time of - 6 – building permit. Future development shall be cash at the time of issuance of each building permit at the then-current rates. The developer will be responsible for payment of the then-current water connection charge set by the City of Maple Grove. 22) SANITARY SEWER TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a sanitary sewer trunk line area charge (TLAC). The charge is calculated as follows: The charge is calculated as follows: 4.6 net acres (based on pre-developable area) x $7,526.31 per acre = $34,621.03. Future phases shall be cash with the final plat for each future phase subject to the then-current rates. The developer will also be responsible for payment of the then-current SAC fee set by the Metropolitan Council. 23) SANITARY SEWER CONNECTION CHARGE. This plat is subject to a sanitary sewer connection charge calculated as follows: 18 single family units x $1,280.00 per unit = $23,040.00. The fees shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then-current rates. 24) CREDIT FOR INFRASTRUCTURE. The Developer is eligible for credit for oversizing and overdepth of sanitary sewer where directed by the City. Eligible oversizing credits for onsite improvements will be determined by comparing the City Engineer’s estimated costs for required infrastructure against standard sewer construction project costs developed by the City Engineer for the minimum required line size and depth constructed in similar conditions. The City estimates that the credits shall be a total of $27,995.00 in sewer TLAC credits and $33,950.00 in water TLAC credits. These credits shall be applied at each stage of the development until the credits are exhausted. The density calculations for Phase 2 erroneously included acreages for future phases that were not being developed. This resulted in an overpayment of TLAC fees for Phase 2 that will be applied to future phases until exhausted. For Phase 3 the credits shall be applied as follows: Watermain & Raw Water Trunk line area charge (TLAC) $ 42,309.93 Treatment & Storage TLAC 57,196.26 Phase 2 Sewer TLAC overpayment credit (155,587.60) Phase 3 oversizing credit (33,950.00) Watermain/Storage credit remaining for Phase 4 $ (90,031.41) Sanitary Sewer Trunk line area charge (TLAC) $ 34,621.03 Phase 2 Sewer TLAC overpayment credit (134,030.50) Phase 3 oversizing credit (27,995.00) Sanitary Sewer credit remaining for Phase 4 $ (127,404.47) Total credit remaining for Phase 4 $ (217,435.88) - 7 – 25) BUILDING PERMITS/CERTIFICATES OF OCCUPANCY. A. Prior to issuance of building permits other than the model home; utilities, curbing and one lift of bituminous shall be installed on public streets. B. Utilities shall be installed and reasonable access to the lot from a public street shall be provided prior to issuance of a model home permit. One model home will be allowed per product type (single family, twin home, townhome, etc.) per development and shall be on lots acceptable to the City. C. No sewer and water connection permits may be issued until the utilities are tested and approved by the City Engineer. D. The Developer shall comply with the City of Corcoran Engineering Design Standards. E. Prior to issuance of building permits, wetland buffer monuments shall be placed in accordance with the City’s zoning ordinance. Monument signs shall be purchased from the City. The land surveyor must certify that the wetland buffer signs have been installed in accordance with the approved plans. F. Failure to fulfill any of the terms of this Contract by the Developer, including nonpayment of billings from the City, shall be grounds for denial of building permits, including lots sold to third parties, the halting of all work in the plat, and/or the denial of certificates of occupancy. G. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, their contractors, subcontractors, materialmen, employees, agents, or third parties. No sewer and water connection permits may be issued until the streets needed for access have been paved with a bituminous surface and the utilities are tested and approved by the City Engineer. 26) STREET REGULATORY SIGNS/TRAFFIC CONTROL SIGNS. Street name signs shall be installed by the Developer in accordance with the City of Corcoran Engineering Design Standards. The Developer shall install traffic control signs in accordance with the plan approved by the City Engineer and Minnesota Manual on Uniform Traffic Control Devices. All signs must be installed prior to final building inspection approval or earlier if necessary as determined by the City Engineer. 27) STREET LIGHT INSTALLATION AND OPERATION COSTS. The developer shall pay for and install all street lights. The street light shall be of a design approved by the City. The developer 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. - 8 – 28) RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the plat, including but not limited to legal (including, without limitation, attorneys’ fees), planning, engineering and inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. The City may require Developer to post funds in an escrow account, at its discretion. In the event the cash escrow amount is insufficient, Developer shall post additional escrow funds as determined by the City Planner within ten (10) days of written demand. Failure to make payment of the additional escrow amount shall permit the City to supplement those amounts from any other sureties posted by the Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this contract. This is a personal obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. Bills not paid within thirty (30) days shall accrue interest at the rate of eight percent (8%) per year. Further, the City shall have the right to access Developer’s posted security to obtain reimbursement for unpaid invoiced amounts. Should Developer’s security be insufficient to cover any amounts owed to the City and unpaid after invoicing, the City may assess such amounts against the Subject Property. Developer, on behalf of itself and it successors and assigns, hereby waives any assessment notice requirements and any right to appeal such assessment pursuant to Minnesota Statute 429. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. 29) SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Compliance with the conditions of the preliminary approvals (Resolution 2014-72 and 2014- 73), the PUD Amendment (2022-87), the PUD Final Development Plan (Resolution 2023-34) and Final Plat approval (Resolution 2023-35) is required. - 9 – B. Before the City signs the final plat, the Developer shall convey the Park to the City by warranty deed, free and clear of any and all encumbrances. Before the City signs the final plat, the developer shall convey the required trail easements to the City in a form satisfactory to the City. C. The Developer shall install an eight-foot trail. Before the City signs the final plat, the Developer shall furnish the City an appropriately executed trail easement, in recordable form. D. The Developer shall post a $1,800.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 18 lots at $100.00 per lot. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. E. The Developer must obtain a sign permit from the City Building Official prior to installation of any subdivision identification signs. F. The Developer shall include the “City of Corcoran’s Standard Detail” (all applicable sections) in the contract documents of their improvement project. 30) MISCELLANEOUS. A. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. Notwithstanding anything herein to the contrary, in conjunction with a sale of the entire land, the Developer may, without the consent of the City, assign this Contract to a limited liability company or other entity in which the Developer or an affiliate thereof has a controlling membership or other controlling ownership interest, provided that such assignee assumes in writing the obligations of Developer under this Contract and all posted security correspondingly secures the performance of the assignee. B. Certain retaining walls will require a Building Permit. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the Building Official evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls identified on the development plans or by special conditions referred to in this Contract shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. C. Appropriate legal documents including, but not limited to, those regarding Homeowner Association documents, conservation easements, covenants and restrictions, as approved by the City Attorney, shall be filed with the Final Plat. D. Third parties shall have no recourse against the City under this Contract. - 10 – E. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. G. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for failure to fulfill any of the foregoing covenants. H. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. I. The Developer represents to the City that the plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the plat does not comply, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. J. The Contract may be executed in any number of counterparts, each of which shall be deemed to be an original. K. The laws of the State of Minnesota shall govern all issues relating to this Contract and any action brought to enforce rights or obligations herein shall be brought in Hennepin County, Minnesota. L. All exhibits, plan documents, City approval documents, and City planning or engineering memos referenced herein are hereby incorporated into and shall become a part of this Contract as if attached hereto. M. Upon completion of construction, the Developer shall provide the City with as-built records of all soil corrections and utility infrastructure installations made by the Developer on the Subject Property or within any affected public right-of-way. N. Upon completion of installation of the same (as applicable), any sanitary sewer installed on the Subject Property shall be televised at the Developer’s expense and the Developer shall submit a recording of the same to the City for the City’s records. - 11 – O. The Developer shall install railings adjacent to slopes on the Subject Property in compliance with the building, as determined by the Building Official. 31) DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than 48 hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a court order for permission to enter the Subject Property. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part to the Subject Property and the Developer, on behalf of itself and its successors and assigns, hereby waives any right to appeal said assessment. 32) WARRANTY/PERFORMANCE GUARANTEE. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit or performance bond for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to one (1) year from the date of final written acceptance, unless the wear course is placed during the same construction season as the bituminous base course. In those instances, the Developer shall guarantee all work, including street construction, concrete curb and gutter, sidewalks and trails, material and equipment for a period of two (2) years from the date of final written City acceptance of the work. C. The required warranty period for sod, trees, and landscaping is one full growing season following installation. Following construction, a certification signed by the design landscape architect shall be filed with the City evidencing that the sod, trees, and landscaping was installed in accordance with the approved plans and specifications. 33) SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit, in a form acceptable to the City, from a bank, cash escrow or a combination cash escrow and Letter of Credit ("security") for $827,875.13, which represents 100 percent of the estimated cost of the Improvements. The letter of credit shall include an automatic renewal clause. The letter of credit shall guarantee to the City the construction and satisfactory completion of all items to be completed by the developer; that the letter of credit shall be reduced from time to time as work is performed and accepted in a satisfactory manner; that the City Engineer may reduce the letter of credit to the amount reasonably estimated by the City Engineer to be necessary to cover the remaining - 12 – 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. - 13 – The amount of the security was calculated as follows: ESTIMATED COSTS ITEM City Project (1) Developer Installed (2) Total Sanitary Sewer System $209,750.00 $209,750.00 Watermain System $172,080.00 $172,080.00 Stormwater System $75,370.00 $75,370.00 Street Construction $174,414.80 $174,414.80 Street Lighting $25,000.00 $25,000.00 Grading/Erosion Control $58,614.25 $58,614.25 Landscaping/Tree Preservation $49,222.00 $49,222.00 Setting Iron Monuments $1,800.00 $1,800.00 Installing Wetland Buffer Monuments* $300.00 $300.00 SUB-TOTAL: $766,551.05 $766,551.05 City Design, Inspection and Administration (8%) $61,324.08 $61,324.08 Total: $827,875.13 $827,875.13 Total Project Cost $827,875.13 (1) Public Improvement/City Project. City to own and maintain after development complete. (2) Developer Installed Public Improvements. City to own and maintain after development complete. This breakdown is for historical reference; it is not a restriction on the use of the security. If a letter of credit is used to post any portion of the security, the bank shall be subject to the approval of the City Administrator. The City may draw down the security, without notice, for any violation of the terms of this Contract or upon receipt of notice that the security will be cancelled or otherwise lapse prior to the end of the required term and no City- approved replacement security has been provided. If the required public improvements are not completed at least 30 days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City Engineer or designee that work has been completed and financial obligations to the City have been satisfied, with City Engineer or designee approval the security may be reduced from time to time by 75% of the financial obligations that have been satisfied. Twenty-five percent (25%) of the public improvement and landscaping amounts certified by the Developer's engineer shall be retained as security until: (1) all improvements have been completed; (2) iron monuments for lot corners have been installed; (3) all financial obligations to the City, both actual and anticipated, have been satisfied; (4) the required "record" plans have been received by the City; (5) a warranty security is provided; and (6) the public improvements are accepted by the City. - 14 – 34) INSURANCE REQUIREMENTS. Developer shall take out and maintain or cause to be taken out and maintained until six months after the City’s acceptance of the public improvements: A. Commercial general liability insurance (including operations, contingent liability, operations of subcontractors, competed operations and contractual liability insurance) together with an Owner’s Contractor’s Policy with limits against bodily injury, including death, and property damage (to include, but not be limited to damages caused by erosion or flooding) which may arise out of Developer’s work or the work of any of its subcontractors. B. Limits for bodily injury or death shall not be less than $750,000.00 for one person and $1,500,000.00 for each occurrence; limits for property damage shall not be less than $2,000,000.00 for each occurrence. C. Worker’s compensation insurance, with statutory coverage, if applicable. D. Developer shall file a Certificate of Insurance with the City Administrator prior to commencing site grading. The City and the City Engineer shall be named as Additional Insureds on a primary and non-contributory basis on the Certificate. The Certificate shall be modified to bear the following language: Should any of the above policies be canceled, materially changed, or not renewed before the expiration date thereof, the issuing company shall give thirty (30) days written notice of the same to the Certificate Holder. In the event of cancellation due to non-payment, ten (10) day’s written notice shall be given to the Certificate Holder. Developer shall be responsible for providing the above language to its insurer. The City does not warranty that these amounts will be sufficient to cover all Developer liability related to the work on the Subject Property and Developer shall be responsible for conducting its own analysis of the appropriate levels of coverage. 35) SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City at the time of final plat approval: Sanitary Sewer Trunk line area charge (TLAC)* $ 0.00 Watermain & Raw Water Trunk (TLAC)* 0.00 Treatment & Storage (TLAC) 0 Park Dedication 104,842.17 Engineering Escrow 75,000.00 TOTAL CASH REQUIREMENTS LEVIED: $ 179,842.17 *Phase 3 amount due after credits - 15 – 36) NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: _______________________________ _______________________________ _______________________________ Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Corcoran City Hall, 8200 County Road 116, Corcoran, MN 55340. The Developer shall notify the City within five (5) days of change of address. [Signatures on pages to follow] CITY OF CORCORAN: BY: ______________________________________ Tom McKee, Mayor (SEAL) AND _____________________________________ Jessica Beise, City Administrator STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _______ day of ________________, 20____, by Tom McKee and by Jessica Beise, the Mayor and City Administrator of the City of Corcoran, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ______________________________________ NOTARY PUBLIC DEVELOPER: By: ______________________________________ Its: ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ________ day of ________________, 20____, by __________________________________ the ____________________________________ of ______________________________________ on its behalf. ______________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 EXHIBIT A (the “Subject Property”) OUTLOT C, RUSH CREEK RESERVE SECOND ADDITION FEE OWNER CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________, fee owners of all or part of the Subject Property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the Subject Property owned by them. Fee Owners further consent to the recording of the Agreement against the Subject Property. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of _____________, 2____, by ______________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 MORTGAGEE CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________, which holds a mortgage on the Subject Property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of ________________, 2_____, by __________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 CONTRACT PURCHASER CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________________, which/who has a contract purchaser's interest in all or part of the subject property, the development of which is governed by the foregoing Development Contract, hereby affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the Subject Property in which there is a contract purchaser's interest. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of ________________, 2____, by ____________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 Hennepin County Property Map Date: 4/18/2023 Comments: 1 inch = 200 feet Division in Process The displayed parcel boundary may not be the actual boundary because this property is in the process of being divided or replatted. PID: 2311923420103 ADDRESS: 52 Address Pending,Corcoran MN 00000 This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is not suitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2023 Memo To: Kevin Mattson, City of Corcoran From: Kent Torve, City Engineer Steve Hegland, PE Project: Rush Creek Reserve 3rd Addition – Plan Review Date: April 20, 2023 Exhibits: This Memorandum is based on a review of the following documents: 1. Rush Creek Reserve Phase 3 Plans, Prepared by Stantec Consulting Services, Inc., Dated March 21st, 2023. 2. Rush Creek Reserve PUD, Prepared by Stantec Consulting Services, Inc., Dated March 21st, 2023. 3. Rush Creek Reserve Storm Sewer Analysis Worksheet - Rational Method, Dated March 15th, 2023. Comments: General: 1. Consistent with the review process, a comment response letter shall be provided in response to the following comments provided in this Memorandum in which the applicant provides a written response to each item. 2. In addition to engineering related comments per these plans, the proposed plans are subject to addition planning, zoning, land-use, and other applicable codes of the City of Corcoran. 3. An encroachment agreement shall be required for all site improvements or items placed within the City ROW or easements. 4. The scales on sheets C2.01 and E1.01 are not correct. 5. North arrow on sheets C2.01 and C6.13 are not correct. 6. Ensure construction limits include all trail, sanitary sewer and waterline work. Plat: 1. Provide additional easement for water and sanitary sewer between lot 8 and lot 9. Provide a minimum of 1:1 slope for excavation to the sanitary sewer line and waterline. Raise the Waterline to reduce impact. 2. Provide additional easement for storm sewer pipe run between lot 11 and lot 12. Minimum 10’ on each side of the pipe is needed. 3. Provide separate trail easement for all bituminous trail located outside of the ROW. 4. The applicant shall acquire easements or obtain permission from adjacent property owners for excavation to install the watermain, sanitary sewer, and trail to the property line or the stub should be slid back from the property line. 5. The scale that is shown on the plat is not correct. April 20, 2023 Rush Creek Reserve 3rd Addition – Plan Review Kevin Mattson Page 2 of 3 Erosion Control/SWPPP 1. Preparation of and compliance with a SWPPP shall be required for construction. 2. Provide double row of silt fence along the edge of all delineated wetlands. Shown on sheet C2.04 in PUD but not in Phase 3 submittal sheet C2.01. Transportation 1. All 28’ roads shall be signed no parking on one side of the roadway with no parking signs required within all cul-de-sacs. Final sign locations to be reviewed by public safety and comments to be provided. a. No Parking signs to be installed opposite the sidewalk side of the road. b. No Parking signs to be installed every 6 properties. Signs to be installed on lot property lines. c. No Parking signs to be double sided signs. d. No Parking signs text shall be “No Parking This Side Of Street”. e. “No Parking in Cul-de-Sac” signs to be installed at neck of cul-de-sac. 2. Signs are missing from sheet T1.01 3. On sheet C6.02 information is missing and some information is overlapping and not legible. 4. The trail should be extended to the property line and any wetland impacts mitigated at this time. 5. In consultation with the Public Works department, we recommend the removal of the cul-de-sac islands. These islands cause maintenance issues as the center curb is more prone to damage, the landscaping can spill onto the roads and need be cleaned and in times of excess snowfall, makes plowing of the cul-de-sacs very difficult. Site Plans 1. Move sidewalk to the west side of the road and connect to the trail between lots 8 and 9. 2. Relocate street lights to be over the sidewalk. Ensure crosswalks and intersection of trail and sidewalk are illuminated. Grading /Stormwater 1. Wetland buffer signage shall be clearly identified and labeled on the erosion control plans. 2. All pedestrian ramps shall be ADA compliant and detailed designs shall be provided for all landings showing elevations in compliance with those requirements. 3. Easements shall be provided over all storm sewer, watermain, and sanitary sewer pipes. Easements shall be shown on the utility plan to ensure they are adequate with a minimum of 1:1 slope for excavation. 4. Drainage arrows on sheet C6.13 are not shown correctly. 5. Adjust the drainage in and near the cul-de-sac to provide adequate drainage. Currently there are multiple areas where the slope is 0.1%. Consider raising the center island. 6. All slopes should be 4:1 or flatter unless approved by the city engineer. Correct slope behind lot 10. 7. All walls higher than 4’ shall be designed by a certified engineer and the design and certification of those walls shall be provided to the city. Show TW/BW callouts on retaining wall behind lots. 8. Remove draintile clean outs that are close to catch basins and connect the draintile to the catch basins. April 20, 2023 Rush Creek Reserve 3rd Addition – Plan Review Kevin Mattson Page 3 of 3 Watermain/Sanitary Sewer 1. Butterfly valves, not gate valves, are required on 12” and greater watermain. 2. Hydrant spacing to be reviewed by public safety and comments to be provided. 3. Sanitary sewer services to be 3’ downstream of water services. Revise all lots except for lots 10-12. 4. Hydrants shall stay on the side of the road they are on with the swapping of the sidewalk. Sidewalk and hydrants should be on opposite sides of the roadway. End of Comments RUSH CREEK RESERVE 3RD ADDITION Rush Creek Reserve 3rd Addition Page 1 Rush Creek Reserve 3rd Addition FINAL PLAN UNIT DEVELOPMENT (PUD) PLAN, FINAL PLAT, AND EASEMENT VACATION NARRATIVE RUSH CREEK RESERVE 3RD ADDITION INTRODUCTION M/I Homes of Minneapolis/St. Paul, LLC is requesting final plat approval for Rush Creek Reserve 3rd Addition. The preliminary plat, rezoning and preliminary planned unit development (PUD) plan was approved in December 2014, the 1st Addition final plat and PUD approval was granted in November of 2020, and the 2nd Addition was approved in April of 2022. The 3rd Addition will plat a total of 18 villa lots, which will be association-maintained. There is also a drainage and utility easement over all of outlot C that will need to be vacated in order to plat the 3rd Addition. ADHERENCE TO APPROVED PRELIMINARY PLAT The proposed 3rd Addition final plat is consistent with the approved preliminary plat as amended with the 1st Addition final plat and PUD approval. The PUD standards that were approved will be adhered to. HOMEOWNER’S ASSOCIATION Rush Creek Reserve Homeowner’s Association is structured as a Master Association with three sub-associations, including one for the villas. Supplemental documents for Rush Creek Reserve will be prepared in preparation of recording of the Final Plat. SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 1:45pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG001.dwgXrefs:, 193805500PUDBRD, HENNEPIN_CountyTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal G0.01 TITLE SHEET ---- VICINITY MAP STANTEC PROJECT NO. 193806154 THIS PLAN SET CONTAINS 60 SHEETS M/I HOMES RUSH CREEK RESERVE, PHASE 3 CORCORAN, MN INDEX OF SHEETS SHEET NUMBER SHEET TITLE GENERAL G0.01 TITLE SHEET G0.02 LEGEND AND ABBREVIATIONS G1.01 - G1.06 EXISTING CONDITIONS C5.01 - C5.05 STORM SEWER PLAN CIVIL C4.01 - C4.05 SANITARY SEWER AND WATERMAIN PLAN C3.01 - C3.05 GRADING PLAN PROJECT LOCATION G2.01 - G2.07 TREE INVENTORY C2.01 - C2.05 EROSION CONTROL PLAN MARCH 2023 C1.01 - C1.05 SITE PLAN SUBDIVIDER: M/I HOMES 5354 PARKDALE DR #100 ST. LOUIS PARK, MN 55416 LANDSCAPE OVERALL LANDSCAPE PLANL1.00 ELECTRICAL PHOTOMETRIC PLANE1.01 - E1.05 C. S . A . H . 1 0 C.S.A.H. 50 SITE ZONED RMF-3 VICINITY ZONING AND LAND-USE MAP PARK AGRICULTURAL UNDEVELOPED C5.00 OVERALL STORM SEWER PLAN C4.00 OVERALL SANITARY SEWER AND WATERMAIN PLAN C3.00 OVERALL GRADING PLAN PHOTOMETRIC DETAILSE1.06 LANDSCAPE PLANL1.01 - L1.05 C1.00 OVERALL SITE AND PEDESTRIAN CIRCULATION PLAN G2.00 OVERALL TREE INVENTORY LANDSCAPE DETAILSL1.06 - L1.07 OVERALL IRRIGATION PLANL2.00 GPS CONTROL POINT JUDICIAL LAND MONUMENT MONUMENT COMPUTED ROW MONUMENT ROW MARKER POST SECTION CORNER TRAVERSE CONTROL POINT EXISTING TOPOGRAPHIC SYMBOLS SURVEY LINES FM FM FM >>>> >>>>>>>>> >>>>>>>> l l l l l l l l l l l l l EXISTING UTILITY LINES SURVEY SYMBOLS BACKSIGHT CONTROL POINT MONUMENT IRON FOUND MONUMENT IRON SET FM FM FM >>>> >>>>>>>>> >>>>>> l l l l l l l l l l l l l PROPOSED UTILITY LINES HEAVY DUTY BITUMINOUS CONCRETE GRAVEL HATCH PATTERNS CONCRETE CURB AND GUTTER GRADING INFORMATION 952 950 952 950 BENCH MARK LOCATION 1:4 AERIAL CONTROL POINT SAND BEDROCK >>>> GROUND BITUMINOUS FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER DRAINTILE STORM SEWER WATER MAIN WATER SERVICE PIPE CASING FM FM FM >>>> >>>>>>>>> >>>>>> l l l l l l l l l l l l l FUTURE UTILITY LINES >>>> EXISTING TOPOGRAPHIC LINES CTV-A CTV-A CTV-A CTV-B CTV-B CTV-B CTV-C CTV-C CTV-C CTV-D CTV-D CTV-D FO-A FO-A FO-A FO-B FO-B FO-B FO-C FO-C FO-C FO-D FO-D FO-D E-A E-A E-A E-B E-B E-B E-C E-C E-C E-D E-D E-D G-A G-A G-A G-B G-B G-B G-C G-C G-C G-D G-D G-D XXXXXXXXXEXISTING PRIVATE UTILITY LINES STORM SEWER CATCH BASIN STORM SEWER BEEHIVE CATCH BASIN STORM SEWER FLARED END SECTION CURB BOX FIRE HYDRANT MANHOLE WATER REDUCER VALVE PROPOSED TOPOGRAPHIC SYMBOLS SANITARY CLEANOUT BOLLARD SANITARY OR STORM LIFT STATION RIP RAP OHP OHP OHP C-A C-A C-A C-B C-B C-B C-C C-C C-C C-D C-D C-D DRAINAGE FLOW BASKETBALL POST BENCH BUSH DECIDUOUS CATCH BASIN BEEHIVE CURB BOX CATCH BASIN CONTROL BOX SIGNAL CLEAN OUT (SEWER) SEPTIC DRAIN FIELD DRINKING FOUNTAIN ENERGY DISSIPATER STORM SEWER APRON FLAG POLE FUEL PUMP GRILL HANDICAP SPACE HANDHOLE FIRE HYDRANT LOOP DETECTOR LIGHT YARD MAIL BOX MANHOLE-HEAT MANHOLE-POWER MANHOLE-GAS MANHOLE-SANITARY SEWER MANHOLE-STORM SEWER MANHOLE-COMMUNICATIONS MANHOLE-UNKNOWN METER POWER METER GAS ORDINARY HIGH WATER MARK PEDESTRIAN PUSH BUTTON PEDESTAL POWER PEDESTAL COMMUNICATIONS POST INDICATOR VALVE PARKING METER POLE-COMMUNICATIONS POLE-GUY POLE-LIGHT POLE-POWER POLE-UTILITY POST PICNIC TABLE PROPANE TANK SAMPLING WELL ROCK RR SIGNAL CONTROL BOX RR CROSSING GATE RR SIGNAL REGULATION STATION GAS TREE-DECIDUOUS SATELLITE DISH SEPTIC TANK SEPTIC VENT SIGN STAND PIPE GAS SPIGOT WATER SPRINKLER HEAD SPRINKLER VALVE BOX STUMP SERVICE-SANITARY SEWER POINT ON LINE SERVICE-WATER POINT ON LINE TELEPHONE BOOTH TRANSMISSION TOWER ELECTRIC TEST PIT LOC TRANSFORMER POWER TREE DEAD TRASH CAN TRAFFIC SIGNAL VALVE GAS VALVE WETLAND WELL-WATER TREE-CONIFEROUS TREE-FRUIT GUY WIRE LIFT STATION WET WELL LIFT STATION DRY WELL LIFT STATION CONTROL PANEL MANHOLE-WATER BASKETBALL POST BARRICADE PERMANENT BURIAL CONTROL MONUMENT BUILDING LOWEST OPENING COLUMN CULVERT END WELL-MONITORING OUTLET CONTROL STRUCTURE SERVICE-GAS POINT ON LINE SOIL BORING MAIL RELAY BOX INLET (SMALL DIA.) SERVICE-STORM SEWER POINT ON LINE ABBREVIATIONS AD ALGEBRAIC DIFFERENCE BV BUTTERFLY VALVE BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION ℄CENTER LINE CL. CLASS DIP DUCTILE IRON PIPE EL/ELEV ELEVATION EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EX EXISTING FES FLARED END SECTION F/F FACE TO FACE FM FORCE MAIN GV GATE VALVE HP HIGH POINT HWL HIGH WATER LEVEL INV INVERT K CURVE COEFFICIENT LP LOW POINT MH MANHOLE (SANITARY) NTS NOT TO SCALE NWL NORMAL WATER LEVEL PC POINT OF CURVE PCC COMPOUND CURVE PI POINT OF INTERSECTION ⅊PROPERTY LINE PPVC PERFORATED POLYVINYL CHLORIDE PIPE PRC POINT OF REVERSE CURVE PT POINT OF TANGENT PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION R RADIUS RCP REINFORCED CONCRETE PIPE R/W RIGHT-OF-WAY SS STORM SEWER STRUCTURE STA STATION TCE TEMPORARY CONSTRUCTION EASEMENT TNH TOP NUT HYDRANT TYP TYPICAL VC VERTICAL CURVE WM WATER MAIN RETAINING WALL FENCE - BARBED WIRE FENCE - CHAIN LINK FENCE - DECORATIVE FENCE - STOCKADE FENCE - WOOD FENCE - ELECTRIC GUARD RAIL TREE LINE WETLAND WETLAND BUFFER FLOODPLAIN SHORELAND OVERLAY BOUNDARY WETLAND SETBACK CABLE TV QUALITY LEVEL D CABLE TV QUALITY LEVEL C CABLE TV QUALITY LEVEL B CABLE TV QUALITY LEVEL A FIBER OPTIC QUALITY LEVEL D FIBER OPTIC QUALITY LEVEL C FIBER OPTIC QUALITY LEVEL B FIBER OPTIC QUALITY LEVEL A POWER QUALITY LEVEL D POWER QUALITY LEVEL C POWER QUALITY LEVEL B POWER QUALITY LEVEL A GAS QUALITY LEVEL D GAS QUALITY LEVEL C GAS QUALITY LEVEL B GAS QUALITY LEVEL A COMMUNICATION QUALITY LEVEL D COMMUNICATION QUALITY LEVEL C COMMUNICATION QUALITY LEVEL B COMMUNICATION QUALITY LEVEL A OVERHEAD POWER OVERHEAD COMMUNICATION OVERHEAD UTILITIES 953.53 FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER DRAINTILE STORM SEWER WATER MAIN WATER SERVICE PIPE CASING FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER WATER MAIN WATER SERVICE BOUNDARY CENTERLINE EXISTING EASEMENT LINE PROPOSED EASEMENT LINE FLOOD PLAIN BOUNDARY EXISTING LOT LINE PROPOSED LOT LINE EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY SETBACK LINE SECTION LINE QUARTER SECTION LINE SIXTEENTH SECTION LINE EXISTING CONTOUR MINOR EXISTING CONTOUR MAJOR PROPOSED CONTOUR MINOR PROPOSED CONTOUR MAJOR PROPOSED GRADING LIMITS / SLOPE LIMITS PROPOSED SPOT ELEVATION RISE:RUN (SLOPE) EXISTING PROPOSED FUTURE DEMOLITION OHC OHC OHC OHU OHU OHU BCM CON CLVT FLAG GRILL H CP DW Y G-METER OHWM PED E PIV SAMPLING WELL ROCK RR RR GATE SEP SEPTIC VENT SEPTIC G-PIPE SPRINKLER IVB G-SER S-SER ST-SER W-SER TOWER ELEC TEST PIT TRAN GAS SAMPLING WELL WELL AIR CONTROL BS JLM M TS BM BENCH MAIL SCONTROL G E U PROPANE TANK G-REG R/W POST LO HYDRANT PVMNT MARKER (REFLECTOR) HYDRANT VALVE PEDESTAL CATVCTV CO LS G E SS S ? W TRASH AR MANHOLE-AIR RELEASE C DH PEDESTRIAN RAMP S POLE-UTILITY SERVICE RESECTED POINTR VENT GASG-VENT STORM SEWER OUTLET STRUCTURE STORM SEWER OVERFLOW STRUCTURE BOOSTER STATION WATER REDUCER STA:5+67.19 980.87 C C PROPOSED PRIVATE UTILITY LINES CTV-C CTV-C CTV-C G-C G-C G-C OHP OHP OHP C-C C-C C-C CABLE TV GAS COMMUNICATION OVERHEAD POWER SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 1:45pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG002.dwgXrefs:, 193805500PUDBRDTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal G0.02 LEGEND AND ABBREVIATIONS ---- M E E E E E E C E E CC CCCCC C H OHPOHPOHPOHP F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO- C FO- C FO- C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G- C G- C E E E E 13 14 OHP OHP OHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > >XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>>>CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 55340 10-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 518.60 N89°26'36"W 518.62 S0°05'35"W792.03CENTER LINE OF COUNTY ROAD #10 N 4 1 ° 2 7 ' 1 4 " W 1 0 8 8 . 0 2 S46°26'24"W139.09S53°19'41"W 133.40S44°05'37"W373.40N89°26'36"W 99.05 7 8 T H P L 7 8 5 6 9 10 11 12 13 14 15 16 20191817 9 8 7 1 21 10 11 13 14 15 16 9 10 11 8 12 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 1:46pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNO-PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal N C S A H 1 0 CSAH 50 G1.01 EXISTING CONDITIONSMM/TA REH LHB LHBMINNESOTA.SHORELAND DISTRICT BOUNDARY PROEJCT DEVELOPMENT AREA = 103.0 ACRES SEE SHEET G1.03SEE SHEET G1.02 MAP KEY EX. PHASE 1 DEVELOPMENT EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT C E E E M A I L C E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C CLVT 5 8 O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P L = 5 1 3 . 6 7 R = 5 6 9 5. 7 7 Δ = 5 ° 1 0'0 2 " ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 66.00 FOOT RIGHT OF WAY FOR C.S.A.H. 10 PER DOC. NO. 3867013 N 3 6 ° 1 7 ' 1 2 "W 1 3 2 . 1 2 N 4 1 ° 2 7 ' 1 4 " W 1 0 8 8 . 0 2 79TH AVE WALNUT LN XY L O I D A V E 7 8 T H P L 1 2 3 4 7 8 5 6 9 10 11 12 3 2 1 6 5 4 9 8 7 4 1 2 3 65 5 2 10 1 6 5 4 3 2 10 2 987 6 5 4 11 3 1 4 3 PX PX PX 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13 5 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 1 2 3 4 5 6 7 8 9 10 11 8 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 1:46pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNO-PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal N G1.02 EXISTING CONDITIONSMM/TA REH LHB LHBMINNESOTA.SHORELAND DISTRICT BOUNDARY SEE SHEET G1.05 SEE SHEET G1.03SEE SHEET G1.01 MAP KEY EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT 9 10 11 FM FM FM F M F M F MXXXXXXXXXXXXXXXXXX X>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WETLAND 3 BRIAN D PURRMAN/KIM I SANDEY 7923 CO RD NO 116 HAMEL MN 55340 TIMOTHY & LISA SMITH 7935 CO RD NO 116 HAMEL MN 55340 HENRY R HALLGREN 8001 CO RD NO 116 HAMEL MN 55340 CHURCH OF ST THOMAS 20000 CO RD NO 10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 471.40 518.60 N89°26'36"W 518.62 N0°05'35"E1844.37S89°26'36"E 518.62 S44°05'37"WN89°26'36"W 99.05WALNUT LN7 8 T H P L 11 12 6 5 4 9 8 7 65 1098 11 1 2 3 4 PX 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 13 14 15 1 2 3 4 5 6 7 8 9 10 11 8 12 7 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 1:46pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNO-PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal N G1.03 EXISTING CONDITIONSMM/TA REH LHB LHB WETLAND (TYP)SEE SHEET G1.02SEE SHEET G1.01 SEE SHEET G1.06 MAP KEY WETLAND BUFFER EX. PHASE 1 DEVELOPMENT PROP. FUTURE DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT M A I L E E E PROPANE TANK SS ROCK FLAG WELL FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C F O - C F O - C F O - C F O - C F O - C MAIL E E E CLVT CLVT 1 O H P O H P O H P O H P O H P O H P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH PXXX WETLAND 8 GREGORY R EBERT 20604 COUNTY RD #10 CORCORAN MN 55340 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 SCHOOL DIST NO 883 BUSINESS MANAGER ROCKFORD MN 55373 S0°03'25"E975.73S89°36'01"E 3385.21 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NE CORNER OF THE NE1/4 OF THE SW1/4 OF THE SEC. 23, T119, R 23 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 PX 1 2 3 4 5 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/14/2023 - 1:41pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNO-PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal N G1.04 EXISTING CONDITIONSMM/TA REH LHB LHB SHORELAND DISTRICT BOUNDARY WETLAND (TYP)SEE SHEET G1.05MAP KEY WETLAND BUFFER (TYP) WETLAND SETBACK (TYP) EX. PHASE 2 DEVELOPMENT PROP. PHASE 3 DEVELOPMENT E M A I L E PROPANE TANK SS ROCK FLAG WELL FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C 2 3 6 O H P O H P O H P O H P O H P O H P OH P OH P 13003 938.75 13002 WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 S0°03'25"E975.73S89°36'01"E 3385.21 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 NE CORNER OF THE NE1/4 OF THE SW1/4 OF THE SEC. 23, T119, R 23 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 N89°36'01"W 2210.00 PX PX PX PX PX PX PX 1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 2 3 4 5 6 7 8 9 10 11 12 13 14 15 164 1 2 3 4 5 2 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/14/2023 - 1:43pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNO-PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal N G1.05 EXISTING CONDITIONSMM/TA REH LHB LHB FLOODPLAIN BOUNDARY ELEV = 938.5 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) SEE SHEET G1.02 SEE SHEET G1.06MAP KEY WETLAND BUFFER (TYP)SEE SHEET G1.04WETLAND SETBACK (TYP) EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT PROP. PHASE 3 DEVELOPMENT EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C 4 7 12 PROPANE TANK SS CLVT XXXXXXXXXXXXXXXXXXCLVT WETLAND 4 WETLAND 11 VIRGIL W SPEARS LOURRIENE L SPEARS 8025 CITY RD 116 HAMEL MN 55340 DANIEL P CARLSON 8045 CO RD NO 116 HAMEL MN 55340 RONALD L RUEHLING 8065 CO RD NO 116 HAMEL MN 55340 DUANE J & JANICE C POPOVICH 8101 CO RD NO 116 HAMEL MN 55340 CHARLES & KAREN LYMANGOOD 8105 CO RD NO 116 HAMEL MN 55340 MR & MRS DAVID FOY 8115 CO RD NO 116 HAMEL MN 55340 S0°05'35"W1844.37N0°05'35"E1844.3780TH AVE80TH AVE 5 6 7 4 6 7 8 1 9 2 10 3 11 4 12 5 6 7 8 1 9 8 7 6 5 4 3 2 PX PX 12 1 2 3 16 17 18 19 12 13 14 15 16 2 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 1:46pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNO-PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal N G1.06 EXISTING CONDITIONSMM/TA REH LHB LHB FLOODPLAIN BOUNDARY ELEV = 938.5 WETLAND (TYP) SEE SHEET G1.03SEE SHEET G1.05MAP KEY WETLAND BUFFER (TYP) WETLAND SETBACK (TYP) EX. PHASE 1 DEVELOPMENT PROP. PHASE 2 EX. PHASE 2 DEVELOPMENT 4' ORANGE SNOWFENCE WITH POSTS 4' O.C. AT DRIPLINE OF OUTER MOST BRANCHES OR AS SHOWN ON TREE PROTECTION FOR GROUPS OF EXISTING TREES TO BE PRESERVED.DRIPLINEDRIPLINEELEVATIONPLAN TREE PROTECTION DETAIL - TYP M A I L 11267 958.95 MBOX11350955.86NON-TRAFFIC SIGN HIWAYM A I L 11360 956.54 MBOX PROPANE TANK SS ROCK 11546 960.16 ROCK 4X4 FLAG11555 963.06 FLAG POLE WELL 32063 951.04 NON-TRAFFIC SIGN GAS H 32177 966.66 NON-TRAFFIC SIGN GAS 40054 942.61 EDGE OF WATER BL 40055 942.68 EDGE OF WATER 40056 942.67 EDGE OF WATER 40057942.64EDGE OF WATER CL UNDERGROUNDGAS MAIN SIGNND UNDERGROUNDGAS MAIN SIGNND AC20038 958.07 MAIL 10005 948.71 MBOX 10170961.44NON-TRAFFIC SIGN PROPANE TANK TRAN 13197 950.91EDGE OF WATER SS 13258 948.00 GARAGE FLOOR ELEV 13259 948.46 GARAGE FLOOR ELEV 13260 949.63 FIRST FLOOR ELEV lllllll>>>>> > > 80103 940.86 GRADE BREAK BL GRBR21 BL 80104940.74 GRADE BREAK 80106 939.58 GRADE BREAK 80109939.16 GRADE BREAK 80110938.88GRADE BREAK 80111 938.90 GRADE BREAK 80112 939.54 GRADE BREAK 80113 940.46 GRADE BREAK 80114939.87GRADE BREAK BL80115 940.10 GRADE BREAK80116 940.39 GRADE BREAK 80118 939.45 GRADE BREAK 80119 939.04 GRADE BREAK 80120 938.80 GRADE BREAK 80121 939.63 GRADE BREAK 80122 939.99 GRADE BREAK 80123939.04GRADE BREAK 80124938.41GRADE BREAK 80125 938.25 GRADE BREAK 80126 938.44 GRADE BREAK EL SLPB30 BL 80151939.94GRADE BREAK 80152 939.49 GRADE BREAK80155 939.60 GRADE BREAK 80159 939.51 GRADE BREAK 80163 939.58 GRADE BREAK 80164939.23GRADE BREAK 80168 941.10 GRADE BREAK 80171 940.83 GRADE BREAK 80174939.41 GRADE BREAK 80177 939.99 GRADE BREAK80178 939.83 GRADE BREAK80179 939.26 GRADE BREAK 80180 939.21 GRADE BREAK 80181939.85GRADE BREAK 80182 939.72 GRADE BREAK 80183 939.49 GRADE BREAK EL GRBR21 EL 80193940.03GRADE BREAK BL80194940.60GRADE BREAK 80195 940.82 GRADE BREAK 80196 940.89 GRADE BREAK 80197 940.52 GRADE BREAK 80198 939.81 GRADE BREAK ELX 72584 943.50 CLST BL 72585 943.10 CLST 72586 942.84 CLST 72587 942.63 CLST 72588 942.79 CLST 72589 942.57 CLST 72590942.13CLST 72591942.32CLST 72592 941.92 CLST 72593 941.96 CLST 72594942.12CLST 72595 941.53 CLST 72596 941.38 CLST 72597 940.12 CLST 72598940.42 CLST 72599 939.81 CLST 72600940.07 CLST72601 939.27 CLST 72602 939.94 CLST 72603 940.01 CLST 72604 941.27 CLST 72605939.92 CLST 72606 940.65 CLST 72607 939.13 CLST EL WETLAND10 WETLAND9 WETLAND 6 WETLAND8 WETLAND3 WETLAND4 WETLAND11 PX PX PX PX PX PX PX PX PX 1 23 4 7 8 5 6 9101112 13141516 20191817 3 2 1 654 987 4 1 2 3 65 5 1 210 21 1 6 5 4 3 2 10 2 987654 11 3 1 5 6 7 1 2 3 4 6 7 8 1 9 2 10 3 11 4 12 5 4 3 6 7 8 1 9 8 7 6 5 4 3 2 1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 164 1 2 3 4 5 6 7 8 9 10 11 12 13 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 3 4 5 6 7 8 9 10 11 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 8 12 2 7 4291 4293 4295 4296 4300 4304 4305 43064307 4361 4367 4797 4802 48034804 4866 4945 5142 5180 5242 5245 5247 5421 5434 5435 5436 5503 5507 5595 5599 5607 5611 5612 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5755 5756 5757 5758 5759 5760 5761 5762 5763 5764 5765 5766 5767 5768 5769 57705771 5772 5773 5774 5775 5776 5777 5811 5812 5819 58205821 5822 5823 5824 5825 5826 5837 5838 5841 5842 5854 5857 5858 5859 5860 5909 5920 5921 5923 5924 5925 5926 5927 5928 5929 5930 5954 5955 5959 5960 5967 59695970 6305 63076308 6309 6310 6327 6340 6341 63426343 6344 6352 6378 6423 6499 6558 6559 6560 6564 6565 6566 65676568 6569 6570 6571 6572 6573 6574 6575 6576 6577 6578 65796580 6581 6582 6583 6584 6585 6586 6587 65886589 6590 6591 6592 6593 6594 6595 6596 6597 6598 72447245 7333 7335 7336 7337 73397340 7341 7342 7343 73457346 7347 7348 7359 7468 7471 7474 7479 7480 7484 7485 7487 7489 7522 7524 7526 7527 7530 7538 75407541 7543 7551 7552 75537554 7571 7572 7574 7575 7583 7584 7585 7586 7587 7588 7595 7596 7615 7664 7665 7666 7667 7689 7690 7691 7702 1405 1406 1411 1425 1588 15891590 1642 1646 1664 16651668 1669 1670 1671 1861 1862 1863 1864 1865 1866 1867 1868 1869 1870 1871 1872 1873 1874 1875 1876 1877 1878 1879 1880 1882 1883 1884 18851886 1887 1888 1889 1890 1891 1892 1893 1894 1895 1896 1897 1898 1899 19001901 1902 1903 1904 1905 1906 1907 1908 19091910 19111912 1913 1914 1915 1916 1917 1918 1919 19201921 1923 1924 1946 1947 1948 19491950 1951 1952 1953 19561957 1961 2021 2022 2023 2024 20252028 2170 2171 2182 2187 2192 23192320 23232325 2326 2327 2328 2329 2340 23452346 2350 2362 2388 2392 2394 2395 2414 2418 2421 2442 2480 2956 2957 3479 3480 3481 3482 3483 3485 7777 7778 7779 7780 7781 7782 1793 1832 1841 2372 2937 2976 3299 3319 36033605 3651 3661 3681 3809 4092 4440 44414442 4491 46404641 5380 5413 5467 5518 5596 6070 6395 7109 7297 7308 7620 7729 7754 77587759 5037 5038 5039 5040 5041 5042 5043 5044 5045 5046 5047 5048 5049 5050 5051 5052 5053 5054 5055 5056 5057 5058 5059 5061 5063 5064 50665067 5069 5070 5071 5072 5091 50925096 5244 5246 5264 5266 5267 5269 5270 5271 52725273 5274 5275 5276 5277 5278 5279 5280 5281 5282 5283 5284 5285 5286 5287 5288 5290 5332 5339 5341 5342 5343 5344 5346 5347 5348 5349 5350 53515352 5353 5354 5355 5356 5357 5358 5359 5360 5361 5362 5363 5364 5365 5366 5367 5368 5369 5370 5371 5372 5373 5374 5375 5376 5377 5378 5379 5381 5382 5383 5384 5385 5386 5387 5388 5389 5390 5391 5392 5393 5394 5395 5396 53975398 5399 5400 5401 54025403 5404 5405 5406 54075408 5409 5410 5411 5412 5414 5415 5416 5417 5418 5419 5420 5422 5423 5424 5425 5426 54275428 5429 54305431 5432 5433 5437 5438 5439 5440 5441 5442 5443 5444 5445 5446 5447 5448 5449 5450 5451 545254535454 5455 5456 5457 5458 5459 5460 5461 5462 5463 5464 5465 5466 5468 5469 5470 5471 54725473 547454755476 5477 5478 5479 5480 5481 5482 5483 5484 54855486 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 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5939 5940 5941 594259435944 59455946 5947 5948 5949 5950 5951 5952 5953 5956 59575958 5961 5962 5963 5964 59655966 5972 5978 597959805981 5982 5983 5984 5987 5993 5997 5998 5999 6000 6001 600260036004 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 60396040 6041 6042 6043 6044 6045 6046 60476048 6056 60716072 6073 6075 6076 6230 6306 636163626363 6364 636763686369 6375 6376 6377 6379 6380 6381 6384 6387 6389 6390 6391 63926393 6394 63966397 6398 6399 6400 6401 64026403 6404 6405 6406 6407 64086409 6410 6411 6412 6413 6414 6415 6416 6417 6418 6419 6420 6421 6422 6427 6428 6429 6430 6431 6432 643364346435 6436 6437 6438 6439 6440 6441 6442 6443 6444 6445 6446 6447 6448 6449 6450 6451 6452 6453 64546455 6456 6457 6458 65006501 6502 7040 7042 7043 7044 7045 7046 7047 7048 7049 7050 70517052 70537054 7055 7056 7057 7058 7059 70607061 70627063 7064 7065 7066 7067 7068 7069 7070 7071 7072 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46904691 4692 4693 4694 4695 4696 4697 4698 46994700 4701 4702 4703 4704 4705 4706 4707 4859 4862 4954 4955 49564957 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 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 PX PX PX PX PX PX PX PX PX 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F1 F2 F3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1 2 3 4 5 F4 OUTLOT F 3 2 1 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/14/2023 - 11:40amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal G2.00 OVERALL TREE INVENTORY TNA CWM CWM XM KS KS 5061 5105 TREE TO REMAIN TREE TO BE REMOVED TREE ID NO. 4' H. ORANGE SNOW FENCE FOR TREE PROTECTION. SEE DETAIL LEFT. N 72584 943.50 CLST BL 72585 943.10 CLST 72586 942.84 CLST 72587 942.63 CLST 72588942.79CLST 72589 942.57 CLST 72590 942.13 CLST 72591 942.32 CLST 72592 941.92 CLST 72593 941.96 CLST 72594 942.12 CLST 72595 941.53 CLST 72596 941.38 CLST 72597940.12CLST 72598 940.42 CLST 72599 939.81 CLST72600 940.07 CLST 72601 939.27 CLST 72602939.94CLST 72603940.01CLST 72604 941.27CLST WETLAND 3 1588 15891590 1642 1646 1664 16651668 1669 1670 1671 2956 2957 1793 1832 1841 2937 2976 3299 3319 3681 2906 2907 2909 2910 2911 2912 29132914 2915 2916 2917 2918 29192920 2921 2922 2923 2924 2925 2926 2927 2928 2929 2930 2931 2932 2933 29342935 2936 2938 29392940 2941 2942 2943 2944 2945 2946 2947 2948 2949 2950 2951 2952 2953 2954 2955 2958 2963 2966 2967 29682969 2970 2971 2972 2973 2974 2975 3053 3275 3283 3284 3285 3287 3288 3289 3290 3291 3292 3293 3294 3295 3296 3297 3300 3301 3302 3305 3306 3307 3308 3309 3310 33113312 3313 3314 33153316 3317 3318 3320 3321 3347 3671 3672 36733674 3675 3676 36773678 3679 3680 3682 3683 3684 3685 3686 3687 3688 3689 3690 3691 3692 3693 36943695 36963697 3698 3699 3700 3701 3702 3703 3704 37053706 3707 3708 3709 3710 3711 3712 37133714 3715 3716 3717 3718 3719 3720 3721 3722 3723 3724 1697 1698 1699 1700 1701 1546 1548 1549 1550 1551 1556 1557 1558 1559 1560 1561 1562 1563 1564 1565 1566 1567 1568 1569 1570 1571 1573 1574 1577 1623 1626 1627 1628 1629 1630 1631 1632 1633 1634 16351636 1637 1638 1640 1643 1644 1645 1647 1648 1649 1650 1651 1652 1653 1654 1655 1656 1657 1658 1659 1660 1661 1673 1674 1675 1676 1677 1678 1679 1680 1681 1682 1683 1684 1685 1686 1687 1688 1689 1690 1691 1692 1693 1694 1695 1696 1702 1703 1704 1705 1706 1707 1713 1714 1715 17161717 1718 1719 1720 1721 1722 1724 1728 17351736 1737 1738 1739 1740 1741 1742 1744 1745 1784 1785 1786 1787 1788 1789 1790 1791 1792 1794 1795 1796 1797 1798 1799 1800 1801 1804 1805 1806 1807 1808 1809 1708 1709 1710 1711 1712 1810 1811 1812 1813 1814 1815 1816 1817 1818 1819 18201821 1822 1823 1824 1825 1826 1827 1828 1829 1830 1831 1833 1834 1835 1836 1837 1838 18391840 1842 1843 1844 1845 1850 1851 18521853 1854 1855 1856 79TH AVEPX F2 12 13 14 15 16 17 18 19 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 1:47pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal G2.01 TREE INVENTORYTNA CWM CWM XM KS KS SEE SHEET G2.02 PROP. PHASE 3 FUTURE PHASE DEVELOPMENT MAP KEY N 40054 942.61 EDGE OF WATER BL 40055 942.68 EDGE OF WATER 40056 942.67 EDGE OF WATER 40057 942.64 EDGE OF WATER CL 72595941.53 72596 941.38 CLST 72597 940.12 CLST 72598 940.42 CLST 72599 939.81 CLST72600 940.07 CLST 72601 939.27 CLST 72602 939.94 CLST 72603 940.01 CLST 72604 941.27 CLST 72605 939.92 CLST 72606 940.65 CLST 72607 939.13 CLST EL 3479 3480 3481 3482 3483 3485 3603 3605 3651 3661 3681 3809 3053 3056 3057 3059 3060 3061 3087 3088 3089 3090 3091 3092 3094 3234 3238 3239 3283 3284 3285 3287 3288 3289 3290 3489 3503 35043505 3506 3507 3508 3509 3510 3511 3512 3513 3514 3515 3516 35173518 3519 3520 3521 3522 3523 3524 3525 3526 3527 3528 3529 3530 3531 3532 3533 3534 3535 3536 3537 3538 3547 3548 3549 3550 3551 3552 3553 3554 3555 3556 3557 3558 3559 3560 3561 3562 3563 3566 3567 3571 3572 3573 3574 3575 3576 3577 3578 3579 3580 3581 3582 3583 3584 3585 3586 3587 3588 3589 3590 3591 3592 3593 3594 3595 3596 3597 3598 3599 3600 3601 3602 3604 3606 3607 3608 3609 36103611 3612 3613 3614 3617 3629 3630 3631 3632 3633 3634 3635 3636 36373638 3639 3640 3641 3642 3643 3646 3647 3648 3649 3650 36523653 3654 3655 3656 3657 3658 3659 3660 36623663 366436653666 3667 3668 3669 3670 3671 3672 36733674 3675 3676 36773678 3679 3680 3682 3683 3684 3700 3701 3702 3703 3704 3712 3723 3724 3725 3726 3727 3728 3729 3730 3731 3732 3733 3734 3735 3736 3737 3738 3739 3740 3741 3742 37433744 3745 3746 3747 3748 3749 3750 3751 3752 3753 3754 3755 3756 3757 3758 3759 3760 3761 3762 3763 3764 3765 3766 3767 3768 3769 3770 3771 3772 3773 3774 3775 3776 3777 3778 3779 37803781 3782 3783 3784 3785 3786 3787 3788 3789 3790 3791 3792 3793 3794 3795 3796 3797 3798 3799 3800 3801 3802 38043805 3806 3807 3808 3810 3811 3812 3813 3814 4064 4065 4067 1591 1592 1593 1594 1595 15961597 1598 1599 1600 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 1617 1618 1619 1620 1621 1622 1623 16241625 1626 1627 1628 1629 79TH AVEPX 19 20 21 22 23 24 2 3 4 5 F4 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 1:47pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal G2.02 TREE INVENTORYTNA CWM CWM XM KS KS SEE SHEET G2.03 SEE SHEET G2.01 MAP KEY FUTURE PHASE N WETLAND 4 4291 4293 4295 4296 4361 1869 1870 1871 2414 2421 2442 2480 3809 4092 4491 46404641 2444 2445 2482 3799 3800 3801 3802 38043805 3806 3807 3808 3810 3811 3812 3813 3814 3815 3816 3817 3818 3819 3820 3821 4070 4071 4072 4073 4074 4075 4076 4077 4078 4079 4080 4083 4084 4085 4086 4087 4088 4089 4090409140934094 4095 4096 4097 4098 4099 4100 4101 4102 4355 4356 4360 44304431 4434 44354463 4464 4465 446644674468 4469 447044714472 4473 4474 4475 4476 44774478 4479 4480 4481 4482 4483 4484 4485 44864487 4488 4489 4490 44924493 4494 4495 44964497 44984499 4500 4501 4502 4503 4504 4505 4506 4507 4508 4509 4510 4511 4512 4513 4514 4515 451645174518 4519 4520 4521 4522 4523 45244525 4526 4527 4528 4529 4530 4531 4532 4533 4534 4535 45464547 4548 4549 4550 4551 4552 4553 4554 4555 4556 4557 4558 4559 4560 4561 4562 4563 4564 4565 4566 4567 4568 4569 4570 4571 4572 4573 4574 4575 4576 4577 4578 4579 4580 4581 4582 4583 4584 4585 4586 4587 4589 4590 4591 4592 4593 45944597 4598 45994604 4611 4612 4615 4616 4617 4618 4619 4620 4621 4622 4623 4624 4625 4626 4627 4628 4629 4630 4631 4632 4633 4634 4635 4636 4637 4638 4639 46424643 4644 4645 4646 4647 4648 4649 4650 4651 4652 4653 4654 4655 4656 4657 4682 4683 4684 4685 4686 4687 4688 4689 46904691 4692 4693 4694 4695 4696 4697 4698 46994700 4701 4702 4703 4704 4705 4706 4707 79TH AVEPX 25 26 27 28 1 2 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 1:47pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal G2.03 TREE INVENTORYTNA CWM CWM XM KS KS SEE SHEET G2.04 SEE SHEET G2.02 MAP KEY FUTURE PHASE DEVELOPMENT N 80103 940.86 GRADE BREAK BL GRBR21 BL 80104 940.74 GRADE BREAK GRADE BREAK 80151 939.94 GRADE BREAK 80152 939.49 GRADE BREAK 80155 939.60 GRADE BREAK 80159 939.51 GRADE BREAK 80163 939.58GRADE BREAK 80164939.23GRADE BREAK 80168 941.10 GRADE BREAK 80171940.83GRADE BREAK 80174 939.41 GRADE BREAK 80177 939.99 GRADE BREAK 80178 939.83 GRADE BREAK 80179939.26 GRADE BREAK80180939.21 GRADE BREAK 80181 939.85GRADE BREAK 80182 939.72 GRADE BREAK 80183 939.49 GRADE BREAK EL GRBR21 EL 80193 940.03 GRADE BREAK BL 80194 940.60 GRADE BREAK 80195940.82GRADE BREAK 80196940.89GRADE BREAK 80197 940.52 GRADE BREAK 80198 939.81 GRADE BREAK EL 10 11 12 4291 4293 4295 4296 4300 4304 4305 4306 4307 4361 4367 4866 1861 1862 1863 1864 1865 1866 1867 1868 1869 1870 1871 1872 1873 1874 1875 1876 1877 1878 1879 1880 1882 1883 1884 1885 1886 1887 1888 1889 1890 1891 1892 1893 1894 1895 1896 1897 1898 1899 1900 1901 1902 1903 1904 1905 1906 1907 1908 1909 1910 1911 1912 1913 1914 1915 1916 1917 1918 1919 1920 1921 1923 1924 1946 1947 1948 1949 1950 1951 1952 1953 1956 1957 1961 2021 2022 2023 2024 2025 2028 2170 2171 2182 2187 2192 23192320 23232325 2326 2327 2328 2329 2340 23452346 2350 2362 2388 2392 2394 2395 2414 2418 2372 4440 44414442 2126 2127 2128 2129 2130 2140 2141 2142 2143 2144 2145 2146 2147 2148 2149 2150 2151 2152 2153 2154 2155 21562157 2158 2159 2160 2161 2162 21632164 2165 2166 2167 2168 2169 2172 2173 2174 2175 2176 2177 2178 2179 2180 2183 2184 2185 2186 2188 2189 2190 2191 2193 2194 2195 2196 2198 2202 2203 2204 2205 2219 2276 2277 22882289 2292 2294 2302 2303 2305 2307 2308 2309 2310 2311 2312 2313 2314 2315 2316 2317 2318 2321 2322 2324 2332 2335 2336 2338 2347 2348 2349 2351 2352 2353 2354 2355 2356 2357 2358 2359 2360 2361 2363 2364 2365 2366 2367 2368 2369 2370 2371 2373 2374 2375 23762377 2378 2379 2380 2381 2382 2383 2384 2385 2386 2387 2393 2396 2398 2399 2400 2401 2402 2403 2404 2405 24062407 2408 2409 2410 2411 24134294 4301 4302 4303 4355 4356 4357 4358 4359 4360 4362 4363 4364 4371 4372 4373 4374 4375 4376 4377 4378 4379 4380 4381 4382 4383 4384 4385 4386 4387 4388 4389 4390 4391 4392 4393 4394 4395 4396 4397 4398 4399 4400 4401 44024403 4404 4405 4406 4407 4408 4409 4410 4411 4412 4413 4414 44154416 4417 4418 4419 4420 4421 44224423 4424 4425 4426 4427 4428 4429 44304431 4432 4433 4434 4435 4436 4437 44384439 4443 4444 4445 44464447 44484449 4450 4451 4452 4453 4454 4455 4456 4457 445844594460 4461 4462 4463 4464 4465 446644674468 4481 4482 4483 4484 4569 4570 4571 4572 4573 4574 4576 2026 2027 2029 2030 2034 2035 2036 2037 2038 2039 2040 2041 2042 2043 80TH AVE SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 1:47pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal G2.04 TREE INVENTORYTNA CWM CWM XM KS KS SEE SHEET G2.05SEE SHEET G2.03 PROP. PHASE 3 MAP KEY EX. PHASE 1 DEVELOPMENT N WETLAND 11 7 8 9 10 11 8 9 8 7 6 5 4 32 3 2 4797 4802 4803 4804 4866 4945 5142 5180 5242 5245 5247 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5739 5755 5756 5757 5758 5759 5760 5761 5762 5763 5764 5765 5766 5767 5768 5769 57705771 5772 5773 5774 5775 5776 5777 5811 5812 5819 5820 5821 5822 5823 5824 5825 5826 5837 5838 5841 5842 5854 5857 5858 5859 5860 5920 5921 5926 5930 1865 1869 5037 5038 5039 5040 5041 5042 5043 5044 5045 5046 5047 5048 5049 5050 5051 5052 5053 5054 5055 5056 5057 5058 5059 5061 5063 5064 50665067 5069 5070 5071 5072 5091 50925096 5244 5246 5264 5266 5267 5269 5270 5271 52725273 5274 5275 5276 5277 5278 5279 5280 5281 5282 5283 5284 5285 5286 5287 5290 5740 5741 5742 5743 5744 5745 5746 5747 5748 5749 5750 5751 5752 5753 5754 5778 5779 5780 5781 5782 5783 5784 5785 5786 5787 5788 5789 57905791 5792 5793 5794 5795 5796 5797 5798 5799 5800 5801 5802 5803 5804 5805 5806 5807 5808 5809 5810 5813 5814 5815 5816 5817 5818 5931 5932 5933 5934 59355936 5937 5938 5939 5940 5941 5942 59435944 5945 5946 4859 4862 4954 4955 4956 4957 4958 4959 4960 4961 4962 4963 4964 4965 4966 4967 4968 4969 49704971 4972 4973 4974 4975 4976 4977 4978 49794980 4981 4982 4983 4984 4985 4986 4987 4988 4989 4990 4991 4992 4993 4994 4995 49964997 4998 4999 5000 5001 5002 5003 5004 5005 5006 5007 5008 5009 5010 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5025 5026 5027 5028 5029 5030 5031 5032 5033 5034 5035 5036 80TH AVESHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 1:47pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal G2.05 TREE INVENTORYTNA CWM CWM XM KS KS SEE SHEET G2.06SEE SHEET G2.04MAP KEY EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT N WETLAND 10 WETLAND 11 6 7 8 9 10 11 12 1 212 5421 5434 5435 5436 5503 5507 5595 5599 5607 5611 5612 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5769 5771 5858 5859 5860 5909 5920 5921 5923 5924 5925 5926 5927 5928 5929 5930 5954 5955 5959 5960 5967 59695970 6558 65796580 6581 6582 6583 6584 6585 72447245 7333 7335 7336 7337 7339 7340 7341 7342 7343 73457346 7347 7348 7359 7468 7471 7474 7479 7480 7484 7485 7487 7489 7522 7524 7526 7527 7530 7538 7540 7541 7543 7551 7552 7553 7554 7571 7572 7574 7575 7583 7584 7585 7586 7587 7588 7595 7596 7615 7664 7665 7666 7667 7689 7690 7691 7702 5380 5413 5467 5518 5596 7109 7297 7308 7620 7729 7754 77587759 5287 5288 5290 5332 5339 5341 5342 5343 5344 5346 5347 5348 5349 5350 5351 5352 5353 5354 5355 5356 5357 5358 5359 5360 5361 5362 5363 5364 5365 5366 5367 5368 5369 5370 5371 5372 5373 5374 5375 5376 5377 5378 5379 5381 5382 5383 5384 5385 5386 5387 5388 5389 5390 5391 5392 5393 5394 5395 5396 53975398 5399 5400 5401 54025403 5404 5405 5406 5407 5408 5409 5410 5411 5412 5414 5415 5416 5417 5418 5419 5420 5422 5423 5424 5425 5426 54275428 5429 5430 5431 5432 5433 5437 5438 5439 5440 5441 5442 5443 5444 5445 5446 5447 5448 5449 5450 5451 5452 54535454 5455 5456 5457 5458 5459 5460 5461 5462 5463 5464 5465 5466 5468 5469 5470 5471 5472 5473 54745475 5476 5477 5478 5479 5480 5481 5482 5483 5484 5485 5486 5487 5488 5489 549054915492 5493 5494 5495 5496 5497 5498 5499 5500 5501 5502 5506 5508 5511 5512 5514 5516 5517 5519 5520 5521 5523 5524 5525 5526 5527 5528 5529 5530 5531 5536 5537 5539 5540 5541 5542 5543 5544 5545 5546 5547 5548 5549 5550 5551 5552 5553 5554 5555 5556 5557 5558 5559 5560 5561 5562 5563 5564 5565 5566 5567 5568 5569 5570 5571 5572 5573 5574 5575 5576 5577 5578 5579 5580 5581 5582 5583 5584 5586 5589 5591 5592 5597 5598 5600 5601 5602 5603 5604 5605 5606 5613 5614 5615 5620 5621 5622 5623 5624 5625 5626 5627 5628 5629 5630 5631 56325633 5634 5635 56375638 5639 5640 5641 5642 5643 56445645 5646 5647 5648 5649 5650 5651 5652 5653 5654 5655 5656 5657 5658 5659 5660 5661 5662 5663 5664 5665 5666 5667 5668 5669 5670 5671 5672 5673 5674 5675 5676 5677 5678 5679 5680 5681 5682 5683 5684 5685 5686 5689 5690 5691 5696 5718 5740 5741 5742 5743 5744 5745 5746 5747 5748 5750 5751 5752 5753 5754 5895 5896 5897 5898 5899 5900 5901 5907 5908 5910 5911 5912 5913 5915 5916 59175918 5919 5922 5931 5932 5933 5934 59355936 5937 5938 5939 5940 5941 5942 59435944 5945 5946 5947 5948 5949 5950 5951 5952 5953 5956 59575958 5961 5962 5963 5964 59655966 5972 5978 5979 5980 5981 5982 5983 5984 5987 5993 5997 5998 5999 6000 6001 6002 6003 6004 6009 6010 6011 6012 6013 6014 6015 6016 6017 6018 6019 6020 6021 6022 6023 6024 6025 6026 6027 6028 6029 6030 6031 6032 6033 6034 6035 6036 6037 6038 6039 6040 6041 6042 6043 6439 6440 6441 6442 6443 6444 6445 6446 6447 6448 6449 6450 6451 6452 6453 6454 6455 6456 6457 6458 7040 7042 7043 7044 7045 7046 7047 7048 7049 7050 70517052 7053 7054 7055 7056 7057 7058 7059 7060 7061 7062 7063 7064 7065 7066 7067 7068 7069 7070 7071 7072 7073 7074 7075 7076 7077 7078 7080 7081 7082 7083 7084 7085 70867087 7088 70917092 7093 7094 7095 7096 7097 7098 7099 7100 7110 7111 7112 71137114 71177118 7119 7120 7121 7122 7123 7124 7126 7134 7135 7136 7137 7138 7139 7140 7141 7142 7143 7144 7145 7146 7149 7150 7177 7178 7179 7180 7181 7182 7185 7186 7187 7188 7189 7190 71917192 7193 7194 7195 7196 7197 7198 7199 7200 7201 7202 7203 7204 7205 7206 7207 7208 7209 7210 7214 7215 7216 7217 7218 72197220 7221 7222 7223 7224 7225 722672277228 7229 7230 7231 7232 7233 7234 7235 7236 7237 7238 7239 72407241 7242 7243 7246 7247 7248 7249 7250 7251 7252 7253 7254 7255 7256 7257 7258 7259 7260 7261 7262 7263 7264 7265 7266 7267 7268 7269 7270 7271 7272 7273 7274 7275 7276 7277 7278 7279 7280 7281 7282 7283 7284 7285 7286 7287 7288 7289 7290 7291 72927293 7294 72957296 7298 7299 7300 7301 7302 7303 7304 7305 7306 7307 7309 7310 7311 7312 7313 7314 7315 7316 7317 7318 7319 7320 7321 732273237324 7325 73267327 7328 7329 7330 7331 7332 7334 7338 7344 7349 7350 7351 7353 7354 7355 7356 7357 7358 7472 7475 7476 7477 7481 7482 7483 7501 7502 75037504 7505 7506 75077508 7509 7510 7511 7512 7513 7514 7515 7516 7517 7518 7519 7520 7521 7555 7556 7557 7558 7559 7560 7561 7562 7563 7564 7565 7570 7573 7576 7577 7578 7579 7580 7581 7582 7589 75907591 7592 7593 7594 7597 7598 7599 7600 7601 7602 7603 7605 7606 7610 76117612 7613 7614 7616 7619 7621 7622 7624 7625 7626 7627 7628 7629 7630 7631 7632 7633 7634 7635 7638 7639 7640 7644 7645 7646 7647 7648 7653 76617662 7663 7668 7669 7670 7671 7672 7673 7674 76757676 7677 7678 7679 7680 7681 7682 7683 7692 7695 7703 7706 7708 7709 7710 7711 7712 7713 7714 7715 7716 7717 7718 7719 7720 7721 7722 7723 7726 7727 77287730 7732 7733 77347735 7736 7737 7738 7739 77407741 7742 7743 7744 7745 7746 7747 7748 7749 7750 7751 7752 7753 7755 77567757 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 1:47pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal G2.06 TREE INVENTORYTNA CWM CWM XM KS KS SEE SHEET G2.07SEE SHEET G2.05MAP KEY EX PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT N WETLAND 9 WETLAND 6 WETLAND 8 6305 6307 6308 6309 6310 6327 6340 6341 63426343 6344 6352 6378 6423 6499 6558 6559 6560 6564 6565 6566 6567 6568 6569 6570 6571 6572 6573 6574 6575 6576 6577 6578 65796580 6581 6582 6583 6584 6585 6586 6587 65886589 6590 6591 6592 6593 6594 6595 6596 6597 6598 7777 7778 7779 7780 7781 7782 6070 6395 6044 6045 6046 6047 6048 6056 60716072 6073 6075 6076 6230 6306 63616362 6363 6364 6367 6368 6369 6375 6376 6377 6379 6380 6381 6384 6387 6389 6390 6391 6392 6393 6394 63966397 6398 6399 6400 6401 6402 6403 6404 6405 6406 6407 64086409 6410 6411 6412 6413 6414 6415 6416 6417 6418 6419 6420 6421 6422 6427 6428 6429 6430 6431 6432 6433 6434 6435 6436 6437 6438 6439 6440 6441 6442 6443 6444 6445 6446 6456 6457 6500 6501 6502 7769 7770 7771 7772 7773 7774 7775 7776 7784 7785 7786 XYLOID AVEPX 5 6 7 8 9 10 11 12 13 14 F1 8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-218.0'20.0'20.0'8.0'8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/14/2023 - 11:40amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal G2.07 TREE INVENTORYTNA CWM CWM XM KS KS SEE SHEET G2.06MAP KEY PROP. PHASE 3 DEVELOPMENT EX. PHASE 2 DEVELOPMENT N PX PX PX PX PX PX PX PX PX 1 23 4 7 8 5 6 9101112 13141516 20191817 3 2 1 654 987 4 1 2 3 65 5 1 210 21 1 6 5 4 3 2 10 2 98765 4 11 3 1 5 6 7 1 2 3 4 6 7 8 1 9 2 10 3 11 4 12 5 4 3 6 7 8 1 9 8 7 6 5 4 3 2 1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 164 1 2 3 4 5 6 7 8 9 10 11 12 13 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 3 4 5 6 7 8 9 10 11 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 8 12 2 7 WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 3 WETLAND 4 WETLAND 11 M H H G-C G-C G-C G-C >>>>>>>>>>>>>>>>13003938.75 13002 XXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>XYLOID AVEWALNUT L N WALNUT LNWALNUT LN X Y L O I D A V E X Y L O I D A V E79TH AVE 79TH P L A C E 79 T H A V E 79TH AVE7 8 T H P L A C E 80TH AVEC O U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 PX PX PX PX PX PX PX PX PX 0 150 300 N SIDEWALK 8' W. TRAIL SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/14/2023 - 11:41amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC100.dwgXrefs:, 193804970XSXW, 193804970XSXT, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193805500PUDXBRD, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal OVERALL SITE AND PEDESTRIAN CIRCULATION PLANC1.00 EX. PHASE 1 PHASE 3 10' W. TRAIL FROM CR10 TO END OF 80TH AVE 10' W. TRAIL FROM CR10 TO END OF 80TH AVE 12' W. TRAIL AND EMERGENCY VEHICLE ACCESS FUTURE PHASES LEGEND EXISTING SIDEWALK PROPOSED SIDEWALK EXISTING TRAIL PROPOSED TRAIL EX. PHASE 2 EX. PHASE 2 M E E E E E E E CC CC CCC C H OHPOHPOHPOHP F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO- C FO- C FO- C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G- C G- C E E E E 13 14 OHP OHP OHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHP OHPOHPOHP OHP XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 55340 10-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 SCOTT & MARIE TREPTAU 20045 CO RD 10 518.60 SW CORNER OF THE SE1/4 OF THE SE1/4 OF CENTER LINE OF COUNTY ROAD #10 7 8 5 6 9 10 11 12 13 14 15 16 20191817 9 8 1 21 10 11 13 14 15 16 9 10 11 8 12 17'F3 10 11 12 13 14 89 . 4 4 99.05 10 . 6 9 82.67 57.00 79.12 74.03 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 1:50pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C1.01 SITE PLAN TNA CWM CWM XM KS KS N 0 50 100 5' WIDE SIDEWALK (PHASE 2 CONSTRUCTION) FUTURE C.R. 10 REALIGNMENT TO BE DESIGNED BY OTHERS SEE SHEET C1.02 SEE SHEET C1.02 MAP KEY -2.50%-2.50% 2.00% 6" CONCRETE SIDEWALK 6" CL 5 AGGREGATE BASE 1'5'5'14'14'11' 25'25' C/L PROFILE R/WR/W C/L SURMOUNTABLE CURB AND GUTTER. SEE DETAIL STR-5/C8.05 6" TOPSOIL & SOD 6" TOPSOIL & SOD 6" TOPSOIL & SOD (2' WIDE) SEED REMAINING DISTURBED AREAS INSET A TYPICAL SECTION - 50' ROWA 4.00%4.00% -2.50%-2.50% 2.00% 1.00'10'5'14'14'16' 30'30' C/L PROFILE R/WR/W C/L SURMOUNTABLE CURB AND GUTTER. SEE DETAIL STR-5/C8.05 6" TOPSOIL & SOD 6" TOPSOIL & SOD 6" TOPSOIL & SOD (2' WIDE) SEED REMAINING DISTURBED AREAS INSET A TYPICAL SECTION - 60' ROWB 4.00%4.00% 3" BITUMINOUS MIX SPWEA240B 6" CL 5 AGGREGATE BASE EAS. 1.5" TYPE SPWEA240B 2" TYPE SPNWB230B 8" CLASS 5 AGGREGATE BASE 12" SELECT GRANULAR GEOTEXTILE FABRIC (NON-WOVEN) INSET A CR 10 RIGHT TURN LANE IMPROVEMENTS BY OTHERS STREET LIGHT (TYP) MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. 28' 60' ROW EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 1 DEVELOPMENT X Y L O I D A V E 78TH PLEX. PHASE 2 DEVELOPMENT C O U N T Y R O A D 1 0 PX PX PX C E E E M A I L C E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C CLVT 5 8 O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 66.00 FOOT RIGHT OF WAY FOR C.S.A.H. 10 PER DOC. NO. 3867013 R1-1 (30x30)R1-1(30x30)R1-1(30x30)R1-1(30x30)R1-1(30x30)R1-1(30x30)(30x30)R1-1(30x30)1 2 3 4 7 8 5 6 9 10 11 12 3 2 1 6 5 4 9 8 7 4 1 2 3 65 5 2 10 1 6 5 4 3 2 10 2 987 6 5 4 11 3 1 4 3 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13 5 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 1 2 3 4 5 6 7 8 9 10 11 820' TYP.20' TYP.2 0 ' 2 0 ' 2 0 ' 2 0 ' 2 0 '22' 2 1 ' 20' TYP.20' TYP.L=118.431 51 . 6 5 88. 8 9 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 1:50pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C1.02 SITE PLANTNA CWM cwm xm KS KS N 0 50 100 5' WIDE SIDEWALK (PHASE 2 CONSTRUCTION) 5' WIDE SIDEWALK (PH 1 CONSTRUCTION) 10' WIDE TRAIL (PH 1 CONSTRUCTION) 5' WIDE SIDEWALK (PHASE 2 CONSTRUCTION) 5' WIDE SIDEWALK 5' WIDE SIDEWALK (PH 1 CONSTRUCTION) STREET LIGHT (TYP) (PH 1 CONSTRUCTION 60' ROW28'2 8 ' E X 5 0 ' E X28'50' ROW 50' EX28' EX2 8 ' 5 0 ' R OW 10' WIDE TRAIL (PH 1 CONSTRUCTION) 8 0 ' E X SEE SHEET C1.04 SEE SHEET C1.03SEE SHEET C1.01 MAP KEY 1 6 ' E X 2 4 ' E X CR 10 LEFT TURN LANE IMPROVEMENTS BY OTHERS 25' RADIUS WITH B618 CURB & GUTTER AND TRANSITION PER CITY DETAIL STR-02. TYP ALL INTERSECTION RADIUS. MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. 60 ' E X . 28 ' E X . 5' WIDE SIDEWALK (PHASE 2 CONSTRUCTION) 10-STALL PARKING LOT (PHASE 2 CONSTRUCTION) X Y L O I D A V E 7 8 T H P L WALNUT LA N E X Y L O I D A V E 79TH AVE79TH PL79TH PL C O U N T Y R O A D 1 0 EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX PHASE 2 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT SEE SHEET C2.04 SEE SHEET C2.03SEE SHEET C2.01 NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN EX. PHASE 2 DEVELOPMENT PX WETLAND 3 9 10 11 FM FM FM F M F M F MXXXXXXXXXXXXXXXXXX X>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BRIAN D PURRMAN/KIM I SANDEY 7923 CO RD NO 116 HAMEL MN 55340 TIMOTHY & LISA SMITH 7935 CO RD NO 116 HAMEL MN 55340 HENRY R HALLGREN 8001 CO RD NO 116 HAMEL MN 55340 CHURCH OF ST THOMAS 20000 CO RD NO 10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 471.40 518.60R1-1(30x30)R1-1(30x30)R1-1(30x30)R1-1(30x30)11 12 6 5 4 9 8 7 65 1098 11 1 2 3 4 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 13 14 15 1 2 3 4 5 6 7 8 9 10 11 8 12 7 2 2 ' 2 1 '17'1 9 ' 1 7 ' 20' TYP.20' TYP.PX PX PX PX PX F2 F3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 5 OUTLOT F L = 4 8 .70123.645 5 . 0 0 120.006. 4 8 130.85L=118.4348.9 5 L=37.68 125.00L = 60 .72 1 9 . 2 3 125.006 5 . 0 0 125.005 7 . 0 0 5 7 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.006 3 . 5 7 1 2 . 3 1 2 9 . 2 7 L =33.70 129.7374 . 6 4 L=55.71 152.5589 . 4 40.65L=55.15 130.6299.05 10 . 6 9 L=76.53 125.0082.67 L=51.12 11.30 125.8157.00 31.73 L=2 5 .2 9 135.3779.12 L =5 2 .9 7 154.7674.03 L =5 2 .3 0 186.17 81.12 L =5 2 .3 0 2 3 3 . 0 6 92.68L=5 2.302 1 1 . 8 4 66.9052.00L=52.3013 6 . 4 4 106.45L=52.30277.05L=211.4411.78 357.266.65L=200.85L=177.17118.17 62.00L=62.40120.00 120.0065.05L=52.98120.0076.86L=62.61120.0065.03L=52.97120.0065.03L=52.96120.026 7 . 3 6 L =5 0 . 0 4 L =9 . 8 6 120.1451.13L=85.53120.0056.20L=94.35120.0 055.99L=90.2312 0 . 0 050.56L=77.341 2 0 . 0 051.26L=78.801 2 0 . 0 052.41L=80.58120.0052.38 L =8 0 .5 3120.0258.68 L =9 3 .0 5120.0054.94 L =5 .6 143.03L=11.4 0120.0053.12 L=94.71120.0051. 0 4 L=90.98 5 2 . 7 3 L = 3 3.2 53 4 . 0 20.26120.00120.035 5 . 0 0 5 5 . 0 0120.006 5 . 0 0 6 5 . 0 0120.005 5 . 0 0 5 5 . 0 0 6 5 . 0 0 6 5 . 0 0 3 2 1 6 5 . 0 0 51 . 6 5 88 . 8 9 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/21/2023 - 12:08pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C1.03PRELIMINARY PLATSITE PLANTNA CWM CWM XM KS KSPROFESSIONAL ENGINEERMINNESOTA. N 0 50 100SEE SHEET C3.02SEE SHEET C2.055' WIDE SIDEWALK (PHASE 2 CONSTRUCTION)28'50' ROW28'60' ROW 5' WIDE SIDEWALK (PHASE 2 CONSTRUCTION) STREET LIGHT 5' WIDE SIDEWALK (PHASE 2 CONSTRUCTION) 10' WIDE TRAIL (PH 1 CONSTRUCTION) 10' WIDE TRAIL (PHASE 2 CONSTRUCTION) 5' WIDE SIDEWALK (PH 1 CONSTRUCTION) STREET LIGHT (TYP) 28 ' E X 50 ' E X 10' WIDE TRAIL 5' WIDE SIDEWALK (PH 1 CONSTRUCTION) 5' WIDE SIDEWALK WETLAND BUFFER MONUMENT SIGN SEE SHEET C1.02SEE SHEET C1.01 SEE SHEET C1.05 EX. PHASE 2 MAP KEY MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. 25' RADIUS WITH B618 CURB & GUTTER AND TRANSITION PER CITY DETAIL STR-02. TYP ALL INTERSECTION RADIUS. EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE EX PH A S E 1 D E V EL O P M E N T EX PHASE 1 DEVELOPMENT 10-STALL PARKING LOT X Y L O I D A V E 7 8 T H P L WALNUT LANE79TH AVE 7 9 T H A V E 79TH AVEPROP. FUTURE PHASE PROP. FUTURE PHASE EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT NO PARKING SIGN PX PX PX PX PX PX PX WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 E M A I L E PROPANE TANK SS ROCK FLAG WELL FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C 2 3 6 O H P O H P O H P O H P O H P O H P OH P OH P 13003 938.75 13002 THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 NE CORNER OF THE NE1/4 OF THE SW1/4 OF THE SEC. 23, T119, R 23 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 R1-1(30x30)R1-1(30x30)1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 2 3 4 5 6 7 8 9 10 11 12 13 14 15 164 1 2 3 4 5 2 R1-1(30x30)20' TYP.20' TYP.20'20'PX PX PX 25' 25' 25'15'16'19'21'15'25' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F1 8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-218.0'20.0'20.0'8.0'SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/14/2023 - 11:43amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C1.04 SITE PLANTNA CWM CWM XM KS KS N 0 50 100 5' WIDE SIDEWALKSTREET LIGHT (TYP) 2 8 ' 5 0 ' ROW WETLAND BUFFER MONUMENT SIGN (TYP.) 5' WIDE SIDEWALK 28' 50' ROW 8' WIDE TRAIL (PHASE 2 CONSTRUCTION)8' WIDE TRAIL 5' WIDE SIDEWALK 28'50' ROW5' WIDE SIDEWALK SEE SHEET C1.05SEE SHEET C1.02 EX. PHASE 2 DEVELOPMENT MAP KEY 8' WIDE TRAIL MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. 25' RADIUS WITH B618 CURB & GUTTER AND TRANSITION PER CITY DETAIL STR-02. TYP ALL INTERSECTION RADIUS. (PHASE 2 CONSTRUCTION) PROP. 3 PHASE DEVELOPMENT PROP. 3 PHASE DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 EX. PHASE 2 EX PHASE 1 DEVELOPMENT WALNUT L N 79TH PLXYLOID AVEX Y L O I D A V E NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN PX PX WETLAND 4 WETLAND 11 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C 4 7 12 PROPANE TANK SS CLVT XXXXXXXXXXXXXXXXXXCLVT VIRGIL W SPEARS LOURRIENE L SPEARS 8025 CITY RD 116 HAMEL MN 55340 DANIEL P CARLSON 8045 CO RD NO 116 HAMEL MN 55340 RONALD L RUEHLING 8065 CO RD NO 116 HAMEL MN 55340 DUANE J & JANICE C POPOVICH 8101 CO RD NO 116 HAMEL MN 55340 CHARLES & KAREN LYMANGOOD 8105 CO RD NO 116 HAMEL MN 55340 MR & MRS DAVID FOY 8115 CO RD NO 116 HAMEL MN 55340 R1-1(30x30)5 6 7 4 6 7 8 1 9 2 10 3 11 4 12 5 6 7 8 1 9 8 7 6 5 4 3 2 12 1 2 3 16 17 18 19 12 13 14 15 16 2 PX 22 23 24 25 26 27 28 1 2 3 4 F4 125.00 0125.00 62.00L=18.2443.77124.80 57.00L=57.00121.96 57.00L=57.08L=29.55134.06 98.17L=18.82120.0033.02 55. 0 0 3 3 . 0 2 119.73L=40.54 1 2 0 . 0 038.4065.00 38.40 L =4 7 .3 3 120.0033.0255.0033.02L=40.51120.0042.2260.9538.40L=47.33156.6774.21 L =58.49 L=2 7 .22120.0055.36103.11L=13.412.98SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 1:51pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C1.05 SITE PLANTNA CWM CWM XM KS KS N 0 50 100 5' WIDE SIDEWALK (PH 1 CONSTRUCTION) 28 ' E X 50' EX5' WIDE SIDEWALK (PH 1 CONSTRUCTION 10' WIDE TRAIL 12' WIDE TRAIL 10' WIDE TRAIL (PH 1 CONSTRUCTION) 12' WIDE TRAIL 28' 50' ROW STREET LIGHT 5' WIDE SIDEWALK (PHASE 1 CONSTRUCTION) STREET LIGHT (TYP)28' ROAD50' ROWSEE SHEET C1.04SEE SHEET C1.03 PROP. PHASE 3 MAP KEY WETLAND BUFFER MONUMENT SIGN EX LIFT STATION MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. 25' RADIUS WITH B618 CURB & GUTTER AND TRANSITION PER CITY DETAIL STR-02. TYP ALL INTERSECTION RADIUS. EX PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT PROP. FUTURE PHASE EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT WA L N U T L N 80TH AVEEX. PHASE 2 DEVELOPMENT 79TH AVE M E E E E E E E CC CC CCC C H OHPOHPOHPOHP F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO- C FO- C FO- C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G- C G- C E E E E OHP OHP OHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHP OHPOHPOHP OHP XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>970960952 960 966968966964964962 9 6 2960956 MS MS MS MS MSMSMSMSMSMS MS 7 8 5 6 9 10 11 12 13 14 15 16 20191817 9 8 1 21 10 11 13 14 15 16 9 10 11 8 12 M S M S M S M S M S M S M S M S M S M S M S M S M S MS MSMSMSMSMS MS MSM S M S MSMSMSMSMSMSMS>>>>>>>>>>S SCONTROL> > > > > >>>>>>>> > > > > > > > > >>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 55340 10-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 SCOTT & MARIE TREPTAU 20045 CO RD 10 518.60 SW CORNER OF THE SE1/4 OF THE SE1/4 OF CENTER LINE OF COUNTY ROAD #10 N 4 1 ° 2 7 ' 1 4 " W 1 0 8 8 . 0 2 S46°26'24"W139.09S53°19'41"W 133.40S44°05'37"W373.40N89°26'36"W 99.05 F3 10 11 12 13 14 SS SS SS SSSSSSSS SS >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>ll>>l>>ll>>l>ll>>ll>>>>llll>>lll>>lll>>>>lllll>>>>lll>>llllll>>lll>>>l>>>>lll>>>>ll>>l>>>>l l >>l l l l >> l l l l llllllSS SS SS l l l l l lll l lllllllllSHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 1:52pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC201.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSXV, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal N 0 50 100 SEE SHEET C2.03 C2.01 TEMPORARY SEDIMENT AND EROSION CONTROL PLAN ---- OTHER APPROVED BEST CONSTRUCTION DITCH CHECK - BIOLOG CONCRETE WASHOUT HYDROMULCH TURF REINFORCEMENTMAT (TRM) TEMPORARY DIVERSION AND PIPE DRAIN MACHINE SLICED SILT FENCE WIRE BACKED SILT FENCE BLANKET RIP RAP SOD MULCH HEAVY DUTY SILT FENCE EROSION CONTROL LEGEND TEMPORARY SEDIMENT TEMPORARY SEDIMENT TRAP SANDBAGS FLOTATION SILT CURTAIN BASIN W/ PIPE DRAIN DITCH CHECK - ROCK SUPER DUTY SILT FENCE CONCENTRATED SURFACE FLOW MS HD WB SD INLET PROTECTION CULVERT / PIPE PROTECTION MANAGEMENT PRACTICE HYDROMULCH ENTRANCE / EXIT (BMP) C W SEDIMENT NO SEEDBIOROLLBR XXXXXXX ROCK LOG SHORELAND DISTRICT BOUNDARY SEE SHEET C2.02 MAP KEY EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 1 DEVELOPMENT X Y L O I D A V E 78TH PLEX. PHASE 2 DEVELOPMENT C O U N T Y R O A D 1 0 C E E E M A I L C E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C CLVT O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P 972966 956956 980956960970954 PX PX PX 1 2 3 4 7 8 5 6 9 10 11 12 3 2 1 6 5 4 9 8 7 4 1 2 3 65 5 2 10 1 6 5 4 3 2 10 2 987 6 5 4 11 3 1 4 3 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13 5 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 1 2 3 4 5 6 7 8 9 10 11 8 M S M S MS MS MS M S M S M S M S M S M S M S M S M S M S M S M S M S M S M S M S MS M S M S M S M S M S M S MS MS MS MS M S M S M S M S MSMS>>S > > > > > > > > > > > > > >>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>> >>>> > > > > > > > > > > >>>>>>>> > > > > > > > >>>> S >> >> >> >>>>>> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> > > >> >> L = 5 1 3 . 6 7 R = 5 6 9 5. 7 7 Δ = 5 ° 1 0'0 2 " ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 66.00 FOOT RIGHT OF WAY FOR C.S.A.H. 10 PER DOC. NO. 3867013 N 3 6 ° 1 7 ' 1 2 "W 1 3 2 . 1 2 N 4 1 ° 2 7 ' 1 4 " W 1 0 8 8 . 0 2 1 llllllSSSSSS SSSSSSSSSS SS SSSSSS SS SS SSSS SS SS SS SS SS >>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > >>>>>> > > > > > >>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>> > > > > > > > >> > > >ll>>>>llll>>>>llll>>>ll>>l>>ll>>ll>>l >>l >>l>>l >>l > > l > > l > > l >l>ll>ll>ll>ll>ll> >ll>>llll>>l>l>l>>ll>l>>ll>>l>>ll>>ll>>llll>>ll>>ll>>>>llll>>ll>ll> > > > >>>>ll>>>>l>>ll>>>>lllll>>>>llll>>ll>>ll>>>>llll>>lllllllllllllllllll>>l>>>>l l>>l > > l > >ll>>llll>ll>ll>l>l>>>llll>>>>ll>>llllllll>>>>>>>lllllllllllllll l l l l ll>>>llll>>ll>llll>> >lll>SSlllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l lllllllllllSHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 1:52pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC201.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSXV, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal N 0 50 100 C2.02 TEMPORARY SEDIMENT AND EROSION CONTROL PLANTNA CWM CWM XM KS KS SHORELAND DISTRICT BOUNDARY MAP KEY EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT X Y L O I D A V E 7 8 T H P L WALNUT LA N E X Y L O I D A V E 79TH AVE79TH PL79TH PL EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT SEE SHEET C2.04 SEE SHEET C2.03SEE SHEET C2.01 C O U N T Y R O A D 1 0 WETLAND 3 XXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>946 946944942 942 944946 950 948944942 9 4 4 946 948 9509 5 0 952 960 968970974 9729709609509489549729809709 5 0 952 9609 5 4952952950 MS MS MS MS MS MS MS MS MS MS MS MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS MS MS MS MS MS MS MS MS MS MS MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS1405 1406 1411 1425 1588 15891590 1642 1646 1664 16651668 1669 1670 1671 2956 2957 3479 3480 3481 3482 3483 3485 1793 1832 1841 2937 2976 3299 3319 3603 3605 3651 3661 3681 2906 2907 2909 2910 29112912 29132914 2915 2916 2917 2918 29192920 2921 2922 2923 2924 2925 2926 2927 2928 2929 2930 2931 2932 2933 29342935 2936 2938 29392940 2941 2942 2943 2944 2945 2946 2947 2948 2949 2950 2951 2952 2953 2954 2955 2958 2963 2966 2967 29682969 2970 2971 2972 2973 2974 2975 3053 3056 3057 3059 3060 3061 3087 3088 3089 3090 3091 3092 3094 3234 3238 3239 3275 3283 3284 3285 3287 3288 3289 3290 3291 3292 3293 3294 3295 3296 3297 3300 3301 3302 3305 3306 3307 3308 3309 3310 33113312 33133314 331533163317 3318 3320 3321 3347 3489 3550 35543555 3556 3557 3558 3559 3560 3561 3562 3563 3566 3567 3571 3572 3573 3574 3575 3576 3577 3578 3579 3580 3581 3582 3583 3584 3585 3586 3587 3588 3589 3590 3591 3592 3593 3594 3595 3596 3597 3598 3599 3600 3601 3602 3604 3606 3607 3608 3609 36103611 3612 3613 3614 3617 3629 3630 3631 3632 3633 3634 3635 3636 36373638 3639 3640 3641 3642 3643 3646 3647 3648 3649 3650 36523653 3654 3655 3656 3657 3658 3659 3660 36623663 366436653666 3667 3668 3669 3670 3671 3672 367336743675 3676 36773678 3679 3680 3682 3683 3684 3685 3686 3687 3688 3689 3690 3691 36923693 36943695 36963697 3698 3699 3700 3701 3702 3703 3704 37053706 3707 3708 3709 3710 3711 3712 37133714 3715 3716 3717 3718 3719 3720 3721 3722 3723 3724 37253726 3727 3728 3729 3730 3731 3732 3733 3734 3735 3736 3737 3738 3739 3740 3741 3742 37433744 3745 3746 3747 3748 3749 37503751 3752 3753 3754 3755 3756 3757 3758 3759 3760 3761 3762 3763 3764 3765 3766 1697 1698 1699 1700 1701 1546 1548 1549 1550 1551 1556 1557 1558 1559 1560 1561 1562 1563 1564 1565 1566 1567 1568 1569 1570 1571 1573 1574 1577 1591 1592 1593 1594 1595 15961597 1598 1599 1600 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 1617 1618 1619 1620 1621 1622 1623 16241625 1626 1627 1628 1629 1630 1631 1632 1633 1634 16351636 1637 1638 1640 1643 1644 1645 1647 1648 1649 1650 1651 1652 1653 1654 1655 1656 1657 1658 1659 1660 1661 1673 1674 1675 1676 1677 1678 1679 1680 1681 1682 1683 1684 1685 1686 1687 1688 1689 1690 1691 1692 1693 1694 1695 1696 1702 1703 1704 1705 1706 1707 1713 1714 1715 17161717 1718 1719 1720 1721 1722 1724 1728 17351736 1737 1738 1739 1740 1741 1742 1744 1745 1784 1785 1786 1787 1788 1789 1790 1791 1792 1794 1795 1796 1797 1798 1799 1800 1801 1804 1805 1806 1807 1808 1809 1708 1709 1710 1711 1712 1810 1811 1812 1813 1814 1815 1816 1817 1818 1819 18201821 1822 1823 1824 1825 1826 1827 1828 1829 1830 1831 1833 1834 1835 1836 1837 1838 18391840 18421843 1844 1845 1850 1851 18521853 1854 1855 1856 PX 11 12 6 5 4 9 8 7 65 1098 11 1 2 3 4 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 13 14 15 1 2 3 4 5 6 7 8 9 10 11 8 12 7 MSMSMSMSMSMSM S MS MS MS MS MSMSMSMSMSM S M S MS MS MSMS MS MSMSMSMSMSMSMSM S MS MS MS MS MSMSMSMSMSM S M S MS MS MSMS MS MSMS MS MS M S M S M S M S M S M S M S M S M S M S M S M S M S M S M S M S M S M S MS MS MSMSMSMSMSMSMS M S M S M S M S MS M S M S M S MS MS MS MS M S M S M S M S MSMSMS MS MS MSMSMSMS MS MSMSMSMSMSMSMSMSS S S SS SCONTROL>>>>>>>>> > > > > >>>>>>>> > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> BRIAN D PURRMAN/KIM I SANDEY 7923 CO RD NO 116 HAMEL MN 55340 TIMOTHY & LISA SMITH 7935 CO RD NO 116 HAMEL MN 55340 HENRY R HALLGREN 8001 CO RD NO 116 HAMEL MN 55340 CHURCH OF ST THOMAS 20000 CO RD NO 10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 471.40 518.60 N0°05'35"E1844.37S89°26'36"E 518.62 S44°05'37"WN89°26'36"W 99.05 PX PX PX PX PX F2 F3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 5 OUTLOT F 3 2 1SS SSSSSSSSSSSSSS SS SS SS SS >>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>l>>ll>>ll>>l>l>lll>>ll>>l>lll>>ll>>>>llll>>lll>>l>>>>>>llll>>>>ll>>>>ll>>l>>>>l l >>l l l l >>>>lll>>>>ll>>>>ll>>>>l>>ll>>>>lllll>>>>llll>>ll>>ll>>>>llll>>lllllllllllllllllllll>>>>>lll SSSS SS SS l l l l l l ll l l l ll llllllllllllllllSHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 1:52pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC201.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSXV, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal N 0 50 100 C2.03 TEMPORARY SEDIMENT AND EROSION CONTROL PLANTNA CWM CWM XM KS KS WETLAND (TYP) MAP KEY SEE SHEET C2.02SEE SHEET C2.01 SEE SHEET C2.05 EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE EX PH A S E 1 D E V EL O P M E N T EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE PROP. FUTURE PHASE X Y L O I D A V E 7 8 T H P L WALNUT LANE79TH AVE 7 9 T H A V E 79TH AVEEX PHASE 2 DEVELOPMENT EX PHASE 2 DEVELOPMENT EX PHASE 2 DEVELOPMENT EX PHASE 2 DEVELOPMENT WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 E M A I L E PROPANE TANK ROCK FLAG FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C O H P O H P O H P O H P O H P O H P OH P OH P 13003 938.75 13002 944 942 942 944 946946 94694895 4 95896095494 0 950952950 960 95 0 950942 942 940 95 0 946 9 4 4 940 938 9 4 0 9 3 8 9 3 8 948 950 948 960960 962956 954MSMSMS MS MSMSMS M S M S M S MSMS MSMSMSMS MS MSMSMS M S M S M S MSMS MSMSMS MS MS MS MS MS MSMSMS MS MSMSMSMS MS MS MSMSMSMS MS MS MS MS MS MSMSMS MS MSMSMSMS MS MS MSMSMSMSMSMS MS MS MSMSMSMSMSMS MS MS MSMSMSMS MS MS MS MSMS MS MS MS MS M S MSMSMSMSMS MS MS MSMS MS MS MS MS MSMSMS5421 5434 5435 5436 5503 5507 5595 5599 5607 5611 5612 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5755 5756 5757 5758 5759 5760 5761 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 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5001 5002 5003 5004 5005 5006 5007 5008 5009 5010 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5025 5026 5027 5028 5029 5030 5031 5032 5033 5034 5035 5036 7788 7789 7790 7791 7792 7793 7794 7767 7768 7769 7770 7771 7772 7773 7774 7775 7776 7784 7785 7786 7787 7760 7761 77627763 7764 7765 7766 PX PX PX PX PX PX PX 1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 2 3 4 5 6 7 8 9 10 11 12 13 14 15 164 1 2 3 4 5 2 M S MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSSSSSCONTROL >> >> >>>>>> >> >>>>>>>>>>>>>>>>>>>>S SCONTROL>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>> THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 S0°03'25"E975.73SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 NE CORNER OF THE NE1/4 OF THE SW1/4 OF THE SEC. 23, T119, R 23 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 N89°36'01"W 2210.00 PX PX PX 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F1 SS SS SS SS SS SS SS SS SS SS SS SS SS SS >>>>>>>>>> >> >>>>> > > > > > > > > > > > >>>>>>> > > > > > > > > > >>>>> > > > > > >>llll l >>ll>>l>>l>>l>>l>>l>>l>lll>ll>>ll>lllllllllll>>>>>>>>>>llllll l l l l l llllllllll l l l lllllllllllllllllllllllllll> >llll> >ll>> >>ll>>l l l l>>l>>l>l>ll>ll>>l >>l >>ll>>l >l>>ll>>ll>>ll>>lll>>ll>>ll>ll>lll>>l>>>>l l>>>>ll>>l>>l>>l>>>ll>ll>ll>ll>l llll>lllll l l l8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-218.0'20.0'20.0'8.0'SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/14/2023 - 11:47amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC201.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSXV, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal N 0 50 100 C2.04 TEMPORARY SEDIMENT AND EROSION CONTROL PLANTNA CWM CWM XM KS KS FLOODPLAIN BOUNDARY ELEV = 938.5 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) MAP KEY SEE SHEET C2.05SEE SHEET C2.02 PROP. PHASE 3 DEVELOPMENT PROP.PHASE 3 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX PHASE 1 DEVELOPMENT WALNUT L N 79TH PLXYLOID AVEX Y L O I D A V E WETLAND 4 WETLAND 11 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C PROPANE TANK CLVT XXXXXXXXXXXXXXXXXXCLVT 942 94294 2 944 942 940940942944940940 9429 4 4946948 944 94294094 6 9 4 49409449 3 8 942 942946 944948942944938 9 4 4 942 95 4 9 4 0 9 3 8 9 3 8 940948 9469429 4 0 938940950940944944942940MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS MSMSMSMSMSMSMS MS MSMSMS M S M S MSMSMSMS MS MSMSMS M S M S MS MS MS M S MSMSMS MS MSMSMSMSMS MSMS MSMSMSMSMSMS MSMSMSMSMSMSMSMSMSMSMS MSMS MSMSMSMSMSMS MSMSMSMSMSMSMSMSMSMS4291 4293 4295 4296 4300 4304 4305 4306 4307 4361 4367 4797 4802 48034804 4866 4945 5142 5180 5242 5245 5247 5421 5434 5611 5612 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5755 5756 5757 5758 5759 5760 5761 5762 5763 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 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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 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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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>VIRGIL W SPEARS LOURRIENE L SPEARS 8025 CITY RD 116 HAMEL MN 55340 DANIEL P CARLSON 8045 CO RD NO 116 HAMEL MN 55340 RONALD L RUEHLING 8065 CO RD NO 116 HAMEL MN 55340 DUANE J & JANICE C POPOVICH 8101 CO RD NO 116 HAMEL MN 55340 CHARLES & KAREN LYMANGOOD 8105 CO RD NO 116 HAMEL MN 55340 MR & MRS DAVID FOY 8115 CO RD NO 116 HAMEL MN 55340 N0°05'35"E1844.37PX 22 23 24 25 26 27 28 1 2 3 4 F4 SS SS SSSSSS SS SS SS SS SS SS SS SS SS SS>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>> > > > > > > > > > > > >>>>>>>>l>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > >llllllllllllllllllllll 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>>llllllllllllllllSSSS>>>>>SS >>>>>>>>l llllSS SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 1:53pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC201.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSXV, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal N 0 50 100 C2.05 TEMPORARY SEDIMENT AND EROSION CONTROL PLANTNA CWM CWM XM KS KS FLOODPLAIN BOUNDARY ELEV = 938.5 WETLAND (TYP) MAP KEYSEE SHEET C2.04SEE SHEET C2.03 EX PHASE 1 DEVELOPMENT EX PHASE 2 DEVELOPMENT PROP. FUTURE PHASE EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENTWA L N U T L N 80TH AVEEX. PHASE 2 DEVELOPMENT 79TH AVE E EOHPOHPOHPOHPOHPOHP TOC 969.93 INV 960.21 E TOC 966.53 INV 958.62 E/W FO - C FO - C FO - C FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO-C FO-C FO-C FO-C FO-C FO-C FO- C FO - C G-C G-C G-C G-C UNDERGROUNDGAS MAIN SIGNND UNDERGROUNDGAS MAIN SIGNND >>>>>>>>>>>>>>>>1 2 3 4 5 6 7 8 9 10 11 12 13 14 OHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OH P OH P OH P OH P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP CTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-B13003 938.75 13002 FM F M FMFMFMlllllllllll>>>>>>>> > >XXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>POND 4 NWL 940.0 HWL 943.29 POND 6 NWL 942.0 HWL 943.19 POND 10 NWL 942.0 HWL 943.33 POND 5 NWL 942.0 HWL 945.70 POND 12 NWL 940.0 HWL 942.38 EX. WETLAND NWL 940.0 HWL 941.74 EX. WETLAND NWL 940.0 HWL 941.74 BRIAN D PURRMAN/KIM I SANDEY 7923 CO RD NO 116 HAMEL MN 55340 TIMOTHY & LISA SMITH 7935 CO RD NO 116 HAMEL MN 55340 HENRY R HALLGREN 8001 CO RD NO 116 HAMEL MN 55340 VIRGIL W SPEARS LOURRIENE L SPEARS 8025 CITY RD 116 HAMEL MN 55340 VIRGIL W SPEARS LOURRIENE L SPEARS 8025 CITY RD 116 HAMEL MN 55340 DANIEL P CARLSON 8045 CO RD NO 116 HAMEL MN 55340 RONALD L RUEHLING 8065 CO RD NO 116 HAMEL MN 55340 DUANE J & JANICE C POPOVICH 8101 CO RD NO 116 HAMEL MN 55340 CHARLES & KAREN LYMANGOOD 8105 CO RD NO 116 HAMEL MN 55340 MR & MRS DAVID FOY 8115 CO RD NO 116 HAMEL MN 55340 THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 GREGORY R EBERT 20604 COUNTY RD #10 CORCORAN MN 55340 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 JUDITH A SHOULAK JAMES E SHOULAK 20439 CO RD NO 10 HAMEL MN 55340 SCHOOL DIST NO 883 BUSINESS MANAGER ROCKFORD MN 55373 ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 5534010-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 CHURCH OF ST THOMAS 20000 CO RD NO 10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 TONY M BARDEN 7909 CO RD NO 116 HAMEL MN 55340 FORSBERG PROPERTIES LLC 20175 CO RD NO 50 HAMEL MN 55340 HEIDI ANN SHAWD 20137 CO RD NO 50 HAMEL MN 55340 KATHLEEN ROEHL 5580 KALLAND AVE NE #11 ALBERTVILLE MN 55301 SCOTT & MARIE TREPTAU 20045 CO RD 10 HAMEL MN 55340 SCOTT & MARIE TREPTAU 20045 CO RD 10 HAMEL MN 55340 SCOTT TREPTAU 5479 DARROW AVE N E BUFFALO MN 55313 FRANK WALDRON/DIANE BENSON 7000 83RD AVE N BROOKLYN CENTER MN 55445 4291 4293 4295 4296 4300 4304 4305 43064307 4361 4367 4797 4802 48034804 4866 4945 5142 5180 5242 5245 5247 5421 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5 9 6 5 9 6 5 955960965955955 960960955950945945950945950 955950955 950 9 5 5 9 5 0955950949945965 970 9709659369409459509 4 4 94 5 94 0944950 950949950950955 935940945950940 945 945945 950955 952 950960955955950945945950945940940945945940945 945 950SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/14/2023 - 11:50amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC300.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSST, 193804970XSPV - PH 2, 193804970XSPV - PH 1, 193804970XSNF-PH 3, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C3.00 OVERALL GRADING PLAN ---- N 0 50 100 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) 967.80968.80TOWN968.30967.80968.80TOWN967.80967.20968.70TOWN968.20967.20968.70TOWN968.20966.40967.40TOWN966.90966.40967.40TOWN966.90965.65966.65TOWN966.15965.62966.65TOWN966.151. 1% 1. 1 % 1.1%3.0%3.6%5.6%6.6%7.0%5.8%3.6%7.8%6.5%5.1%3.5%7.2%5.7%3.7%2.4%2.4%2.9%3.1% 2. 0 % 2. 6 % 9 6 8 . 3 0 9 6 8 . 0 0 9 6 8 . 8 0 T O W N 9 6 8 . 3 0 CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 55340 10-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 SCOTT & MARIE TREPTAU964.40TOWN964.90964.22TOWN964.40964.90964.22964.92TOWN965.42964.74TOWN964.92965.42964.74963.62TOWN964.12963.35963.62TOWN964.12963.35959.51958.81958.06956.71957.391.0%964.20965.77965.30964.95966.16965.51966.68965.75967.12967.30965.84967.83965.78965.51967.99966.33967.53964.22 963.67 963.73 963.20 964.00 963.41 963.20 962.82 962.26 963.01963.71 963.38 962.73 963.82 955.01956.23959.13963.08968.84H P 9 6 7 . 5 3 2. 0 % 2.0% 3.1 % 2. 0 % 2. 0 % 96 1 . 6 6 7 8 T H P L 7 8 5 6 9 10 11 12 13 14 15 16 20191817 9 8 1 21 F389 . 4 4 99.05 10 . 6 9 82.67 57.00 79.12 74.03 >>>>>>>>>>S SCONTROL> > > > > >>>>>>>> > > > > > > > > >>>>>>>>>124+00125+00126+00127+0 0 127 + 6 744+006 9 + 0 0 7 0 + 0 0 7 1 + 0 0 72+ 0 0 73+0074+0074+867+ 0 0 7+ 0 5 0+00 1+00>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>SS SS SSSS SS SS SS SS SSSSSS >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> M E E E E E E BSBS E CC CCCCC C H OHPOHPOHPOHP F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO- C FO- C FO- C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G- C G- C E E E E OHP OHP OHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > >XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>5.6% 4.1% 2.9% 5.1% 4.7% 3.5% 5.4% 5.7% 7.3% N 0 50 100 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 1:56pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC301.dwgXrefs:, 193804970XSXW, 193805500PUDXBRD, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNW, 193804970XSXV, As-BuiltShoot-2-22-23, 193804970XSNO-PH 1, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 3, 193804970XSST, 193804970XSXTTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal GRADING PLANC3.01 POND 9 (EXISTING) ·BOTTOM POND 941.0 ·BOTTOM BENCH 946.25 ·NWL - OUTLET 947.25 ·HWL 953.3 ·EOF 954.69 G957.92 4% 65'/LO 950.25 956.45956.45956.45956.45953.45 16 2 15 LOWEST FLOOR ELEVATION PAD WIDTH & HOUSE TYPE DRIVEWAY SLOPE TO R.O.W. GARAGE FLOOR ELEVATION GARAGE SIDE, RT OR LT FINISH GROUND AT REAR OF PAD LOT NUMBER BLOCK NUMBER LOT CORNER ELEVATION LOT LINE PAD BOUNDARY REAR LOT LINE RIGHT OF WAY (R.O.W.) GUTTERLINE OF CURB CENTERLINE OF STREET PAD DATA LEGEND NOTES: 1. FB = FULL BASEMENT. 2. LO = LOOK-OUT. PAD IS GRADED TO HAVE 4.47' OF ELEVATION DIFFERENCE FROM GARAGE FLOOR TO FINISH GROUND AT REAR OF PAD. THIS WILL BE THE LOWEST OPENING. 3. WO = WALK-OUT. PAD IS GRADED TO HAVE 7.67' OF ELEVATION DIFFERENCE FROM GARAGE FLOOR TO FINISH GROUND AT REAR OF PAD. THIS WILL BE THE LOWEST OPENING. MAP KEY SEE SHEET C3.03SEE SHEET C3.02 EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT SHORELAND DISTRICT BOUNDARY SEE SHEET C3.01A FOR DETAIL GRADING 965.80966.80TOWN966.30965.80966.80TOWN965.80967.80968.80TOWN968.30967.80968.80TOWN967.80968.70TOWN968.20967.20968.70TOWN968.20966.00958.5040' FB966.50967.00959.5040' FB967.50963.80960.8040' LO968.80965.00962.0040' LO970.00966.20963.2040' LO971.20966.50964.0040' LO972.00961.40958.4040' LO966.40961.70958.7040' LO966.70960.45960.9540' WO 968.95960.50 961.00 40' WO 969.00 961.00 961.50 40' WO 969.50 961.50 962.00 40' WO 970.00 962.10 962.60 40' WO 970.60 962.80 963.30 40' WO 971.30 963.40 963.90 40' WO 971.90 964.00 964.50 40' WO 972.50 962.60959.6040' LO967.602.0%2.3%2.3% 2.3% 2.3%0.7% 1.3% 1.3%1.3%1.3% 2 . 7% 1. 3 % 1. 3% 1. 3 % 2 . 0% 2 . 0% 2. 0% 1. 1% 1. 1 %4.0%4.4%4.6%4.4%4.6%5.1%5.8% 8 . 3% 5 . 4% 4. 2 % 5. 9 % 5. 3 % 5. 1%7.7%7.8%7.9%6.9%7.5%6.7%6.8%8.5%6.0%7.2%8.7%6.1%3.9%7.1%4.8%2.8%3.0%3.6%5.6%7.2%5.7%3.7%2.4%2.4%2.9%3.1%6.4%2.8%4.4%4.9%7.6% 2.0% 2. 0 % PX PX PX 968.05TWIN968.55967.55967.70TWIN968.20967.20966.40TWIN966.90965.909 6 5 . 0 0 9 6 6 . 5 0 9 6 6 . 0 0 TOWN 9 6 5 . 0 0 9 6 6 . 5 0 TOWN 9 6 6 . 0 0 9 6 7 . 7 0 9 6 8 . 7 0 9 6 8 . 2 0 T O W N 9 6 7 . 7 0 9 6 8 . 7 0 T O W N 9 6 8 . 2 0 9 6 8 . 0 0 9 6 8 . 8 0 9 6 8 . 3 0 T O W N 9 6 8 . 0 0 9 6 8 . 8 0 T O W N 9 6 8 . 3 0 ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 964.40TOWN964.90964.22TOWN964.40964.90964.229 6 7 . 7 0 T O W N 9 6 8 . 2 0 T O W N 9 6 7 . 7 0 9 6 8 . 2 0 9 6 7 . 5 2 9 6 5 . 0 0 966.25TOWN966.75966.07965.75TOWN966.25965.57969.45TOWN969.95969.27968.95TOWN969.45968.77960.52TWIN961.02960.02959.12TWIN959.62958.62959.72TWIN960.22959.22961.51TWIN962.01961.01963.12TWIN963.62962.62965.42TWIN965.92964.929.9%6.8%5.8%4.5%9.4%6.7%4.8%3.5%8.4%2.6%5.2%3.4%6.5%5.7%7.5%5.5%6.7%6.1%7.3%6.6%4.7%6.0%961.4140' FB953.41960.91961.1140' FB953.11960.61960.5140' FB952.51960.01960.4140' FB952.41959.91960.3240' FB952.32959.82959.9240' FB951.92959.42959.5240' FB951.52959.02959.4240' FB951.42958.92959.7240' FB951.72959.22960.0240' FB952.02959.52960.7340' FB952.73960.23961.2240' FB953.22960.72961.4140' FB953.41960.91959.71 960.0140' WO952.01960.3140' WO952.31951.81960.6140' LO952.61955.61960.9140' LO952.91955.919 5 9 . 1 2 4 0 ' S L A B 1 2 13 12 11 1098 1 2 3 4 5 6 7 13 12 11 10985 16 15 14 13 12 11 10 9 6 8 7 6 5 972.3250' FB964.32971.826 . 1% 8 . 1% 5 . 6% 3 . 7% 8 . 9%6.9%4.6%5.3%6.5%5.8%4.3%3.2%3.6%3.1%2.7%4.6%4.2% 7 . 4% 7 . 6%3.8% 2. 5% 0.9%1.6% 1.0% 3. 4% 2 . 5% 1. 8%967.30965.84967.83965.78966.43966.35965.51963.80965.04964.17965.91964.82965.96966.98967.99966.00966.33967.53964.22 963.67 963.73 963.20 964.00 963.47 963.69 963.02 962.68 963.41 963.20964.55964.29964.90965.73966.55965.54967.51969.03966.13967.79967.76965.50963.00964.74962.72965.64963.40966.66965.81963.50961.89962.89960.75959.49957.18959.21954.29957.77952.57958.78953.92 970.19965.44963.70963.00 9 6 3 . 0 0 9 6 1 . 0 3 9 6 2 . 8 6 9 6 5 . 5 7 96 3 . 7 0 9 6 6 . 6 7 967.82969.01970.20972.12971.53967.19971.04959.94959.26970.39969.75969.11959.41960.01958.91968.46967.82958.45957.85967.18 9 6 6 . 5 3 9 5 8 . 5 1 9 5 9 . 6 1 9 6 5 . 8 9 96 5 . 2 4 95 9 . 7 1 96 6 . 6 3 96 4 . 5 6 9 5 8 . 6 1 9 6 4 . 6 0 9 5 8 . 3 1 9 5 8 . 0 0 957.71957.41957.11956.81957.01956.71957.51957.91960.54960.08959.45958.82958.20957.71958.14958.86959.09 EO F 9 5 8 . 2 3 9 5 8 . 5 6 9 5 9 . 4 4 9 6 0 . 4 8 9 6 0 . 0 5 9 5 9 . 5 0 9 5 8 . 6 2 9 5 8 . 5 6 959.04 9 5 1 . 4 4 9 5 2 . 7 7 9 5 7 . 8 3957.93971.87972.09H P 9 6 7 . 5 3 H P 9 6 6 . 3 9 L P 9 5 7 . 4 0 HP 972.50LP 960.13LP 957.94 HP 958.82 LP 959.89EOF 957.802. 0 % 2. 0 % 2 . 0% 9 5 8 . 4 5 959.725. 7 % 7. 5 % 5. 1 %965.95963.22964.34959.39963.19955.40955.242 . 4% 5 . 2% 6 . 6% 2 . 6% 3 . 1% 8 . 5% 3 . 0% 6. 0% 2 . 2%964.471 . 9% 2 . 1% 2.0%956.70 2.0% 2.0%3.7%954.57954.50 956.5 3 3. 6 %961965965965962.2796 5 96795 5 960958 95895896096 0 96 0 96 5 9659659609659709705.0%3.1% 79TH AVE WALNUT LN XY L O I D A V E 7 8 T H P L PX PX PX 1 2 3 4 7 8 5 6 9 10 11 12 3 2 1 6 5 4 9 8 7 4 1 2 3 65 5 2 10 1 6 5 4 3 2 10 2 987 6 5 4 11 3 1 4 3 L=118.4351 . 6 5 88. 8 9 >>S > > > > > > > > > > > > > >>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>> >>>> > > > > > > > > > > >>>>>>>> > > > > > > > >>>> S >> >> >> >>>>>> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>89+7590+0091+0092+00 93+00 94+00 95+00 96+ 0 0 1 1 9+ 7 0 1 2 0+ 0 0 1 2 1 + 0 0 1 2 2 + 0 0 1 2 3+ 0 035+0036+0037+0038+00 39+00 40+00 41+0042+0043+0044+005 8 + 0 0 5 9 + 0 0 6 0 + 0 0 6 1 + 0 0 6 2 + 0 0 63 + 0 0 64 + 0 0 65 + 0 0 6 6 + 0 0 6 7+ 0 0 6 8 + 0 0 6 9 + 0 0 7 0 + 0 0 7 1 + 0 0 > > > > 0 + 0 0 1 + 0 0 2 + 0 0 3+ 0 0 4+ 0 0 5 + 0 0 6+ 0 0 7+ 0 0 7+ 0 5 0+001+000+001+000 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 5+ 0 0 6+ 0 0 6+ 2 579+7580+0081+0082+00 83+00 84+00 88+00 89+00 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>0+001+001+680 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 4 + 1 1 >> >> > > >>SSSSSS SSSSSSSSSS SS SSSSSS SS SSSS SSSS SS >>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > >>>>>> > > > > > >>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>> > > > >>>>> 0+00 1 + 0 0 2 + 0 0 2 + 6 5 >> C E E E M A I L C E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C CLVT CLVT O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P 5.4% 5.7% 7.3%N 0 50 100 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 1:57pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC301.dwgXrefs:, 193804970XSXW, 193805500PUDXBRD, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNW, 193804970XSXV, As-BuiltShoot-2-22-23, 193804970XSNO-PH 1, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 3, 193804970XSST, 193804970XSXTTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal GRADING PLANC3.02SEE SHEET C3.03SEE SHEET C3.01 SEE SHEET C3.04 MAP KEY EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT X Y L O I D A V E 7 8 T H P L WALNUT LA N E X Y L O I D A V E 79TH AVE79TH PL79TH PL EX. PHASE 2 EX. PHASE 2 EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT C O U N T Y R O A D 1 0 SHORELAND DISTRICT BOUNDARY WETLAND 3 968.70TOWN968.20968.20958.40958.9050' WO966.90960.50961.0050' WO969.00953.45953.9542' WO961.95965.00966.20963.2040' LO971.20966.50964.0040' LO972.0040' WO 970.00 962.10 962.60 40' WO 970.60 962.80 963.30 40' WO 971.30 963.40 963.90 40' WO 971.90 964.00 964.50 40' WO 972.50 955.55956.0540' WO964.053.0%4.4%4.4%2.0%2.3%2.3% 2.3% 1.3% 1.3% 1. 1% 1. 1 % 6.7% 6.9% 7.2% 4.5%4.0%4.4%4.6%4.4%4.6%7.9%6.9%4.8%2.8%3.0%3.6%5.6%3.5%7.2%5.7%3.7%2.4% 2.0% PX 9 6 5 . 0 0 9 6 7 . 7 0 9 6 8 . 7 0 9 6 8 . 2 0 T O W N 9 6 7 . 7 0 9 6 8 . 7 0 T O W N 9 6 8 . 2 0 9 6 8 . 0 0 9 6 8 . 8 0 9 6 8 . 3 0 T O W N 9 6 8 . 0 0 9 6 8 . 8 0 T O W N 9 6 8 . 3 0 BRIAN D PURRMAN/KIM I SANDEY 7923 CO RD NO 116 HAMEL MN 55340 TIMOTHY & LISA SMITH 7935 CO RD NO 116 HAMEL MN 55340 HENRY R HALLGREN 8001 CO RD NO 116 HAMEL MN 55340 CHURCH OF ST THOMAS 20000 CO RD NO 10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340964.40TOWN964.90964.22TOWN964.40964.90964.229 6 7 . 7 0 T O W N 9 6 8 . 2 0 9 6 7 . 5 2 T O W N 9 6 7 . 7 0 9 6 8 . 2 0 9 6 7 . 5 2 TOWN964.92965.42964.749 6 3 . 5 0TOWN9 6 4 . 0 0 9 6 3 . 3 2TOWN9 6 3 . 5 0 9 6 4 . 0 0 9 6 3 . 3 2 9 6 5 . 0 0 T O W N 9 6 5 . 5 0 9 6 4 . 8 2 T O W N 9 6 5 . 0 0 9 6 5 . 5 0 9 6 4 . 8 2 966.25TOWN966.75966.07965.75TOWN966.25965.57969.45TOWN969.95969.27968.95TOWN969.45968.77963.62TOWN964.12963.35963.62TOWN964.12963.359.9%6.8%5.8%4.5%9.4%6.7%4.8%3.5%8.4%2.6%5.2%7.2%3.9% 3.8% 3.7%959.7240' FB951.72959.22960.0240' FB952.02959.52960.7340' FB952.73960.23961.2240' FB953.22960.72961.4140' FB953.41960.9113 12 11 10 13 12 11 10 969.5240' FB961.52969.02962.3240' FB954.32961.82960.4240' FB952.42959.92960.0140' FB952.01959.51960.7140' FB952.71960.21961.4140' FB953.41960.91962.1140' FB954.11961.61962.8140' FB954.81962.31959.3142' FB951.31958.81958.5642' FB950.56958.06972.3250' FB964.32971.82966.9250' FB958.92966.42964.5242' FB956.52964.02958.4140' FB950.41957.91957.8140' FB949.81957.31957.2542' SLAB957.75956.75957.2150' SLAB957.71956.71957.4050' FB949.40957.399 6 9 . 3 2 4 0 ' W O 9 6 1 . 3 2 9 6 0 . 8 2 9 6 5 . 0 2 4 0 ' W O 9 5 7 . 0 2 9 5 6 . 5 2 9 6 0 . 7 2 4 0 ' W O 9 5 2 . 7 2 9 5 2 . 2 2 9 5 8 . 7 2 4 0 ' W O 9 5 0 . 7 2 9 5 0 . 2 2 956 . 4 2 40' L O 948 . 4 2 951 . 4 2 9 6 7 . 4 2 5 0 ' W O 9 5 9 . 4 2 9 5 8 . 9 2 9 6 3 . 2 2 5 0 ' W O 9 5 5 . 2 2 9 5 4 . 7 2 961.22 40' LO953.22 956.22 962.9140' WO954.91954.41963.8540' WO955.85955.35963.3040' WO955.30954.80959.0040' WO951.00950.50956.9240' WO948.92948.42954.0540' SLAB954.55953.55957.42 40' LO 949.42 952.42 953.0940' SLAB953.59952.59952.4640' SLAB952.96951.96951.0640' SLAB951.56950.56956.42 42' LO 948.42 951.42 961.5142' LO953.51956.51951.5042' SLAB952.00951.00959.01 50' LO 951.01 954.01 951.8250' SLAB952.32951.324.3%3.2%3.6%3.1%2.7%3.7%8.4%4.6%5.5%4.9%5.1%4.9%9.3%9.9%8.4%3.9%7.5%7.3%7.1%7.2% 6 . 9% 6. 9% 6. 8 % 3.5% 2.9% 2.9% 3.0% 3.1%3.6% 5.4% 2.1% 4.5% 6.6 % 6. 5 % 5 . 9%9.6%6.3%5.1%5.7%5.2%3.7%2.9%4.3%3.1%6.1%3.0%1.0%2. 5% 3. 6% 1.4%3.4%1.2%1.5%967.30964.82967.99966.00966.33967.53964.22 963.67 963.73 963.20 964.00 963.47 963.69 963.02 962.68 963.41 963.20964.55964.29964.90965.73966.55965.54967.51969.03966.13967.79967.76966.41965.50963.74963.61962.23 963.58 962.82 962.26 963.01963.71 963.38970.19965.44963.70969.01970.20972.12971.53967.19971.04959.94959.26970.39969.75969.11959.41960.01956.71957.51957.91961.17960.54960.08959.45958.82968.70 956.41 954.80 966.08 951.80 963.25 961.12 951.50 968.84957.28955.61966.98964.63953.43951.63962.65960.30949.43948.22958.31955.96948.34948.40954.5 5 949.42955.62956.53950.55951.44958.029 5 0 . 3 9 9 5 9 . 3 1 9 6 0 . 6 0 9 5 0 . 7 4 96 1 . 8 6 95 1 . 4 4 952.8 9 962.5 4 959.93 948.81 956.49 947.34947.31 953.54948.31 952.42 947.70 951.80 951.17 947.00 946.29 950.42 949.96 950.79 943.40 96 1 . 2 8 967.56 9 6 0 . 5 5 9 5 9 . 8 2 959.09958.36957.63956.90956.07955.20954.69955.11956.20958.24960.23962.21964.27966.62969.71971.87972.09964.11961.91960.11958.21956.33956.12955.12955.01956.23959.13963.08968.84973.37973.74 9 7 3 . 1 9 971.72 9 7 0 . 2 7 H P 9 6 7 . 5 3 LP 961.61HP 972.50LP 95 4 . 3 7 HP 962.35EOF 962.02 EOF 954.423. 2% 943.27 959.72956.5 3 960 965970960955955 9609629 6 0 955 9 5 0 945950949965970970965 9 6 6 9615.0%3.1%WALNUT LN7 8 T H P L PX PX PX PX PX PX 11 12 6 5 4 9 8 7 65 1098 11 1 2 3 4 F2 F3 L = 4 8 .70123.645 5 . 0 0 120.006. 4 8 130.85L=118.4348.9 5 L=37.68 125.00L = 60 .72 1 9 . 2 3 125.006 5 . 0 0 125.005 7 . 0 0 5 7 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.006 3 . 5 7 1 2 . 3 1 2 9 . 2 7 L =33.70 129.7374 . 6 4 L=55.71 152.5589 . 4 40.65L=55.15 130.6299.05 10 . 6 9 L=76.53 125.0082.67 L=51.12 11.30 125.8157.00 31.73 L=2 5 .2 9 135.3779.12 L =5 2 .9 7 154.7674.03 L =5 2 .3 0 186.17 81.12 L =5 2 .3 0 2 3 3 . 0 6 92.68L=5 2.302 1 1 . 8 4 66.9052.00L=52.3013 6 . 4 4 106.45L=52.30277.05L=211.4411.78 357.266.65L=200.85L=177.17118.17 62.00L=62.40120.00 120.0065.05L=52.98120.0076.86L=62.61120.0065.03L=52.97120.0065.03L=52.96120.026 7 . 3 6 L =5 0 . 0 4 L =9 . 8 6 120.1451.13L=85.53120.0056.20L=94.35120.0 055.99L=90.2312 0 . 0 050.56L=77.341 2 0 . 0 051.26L=78.801 2 0 . 0 052.41L=80.58120.0052.38 L =8 0 .5 3120.0258.68 L =9 3 .0 5120.0054.94 L =5 .6 143.03L=11.4 0120.0053.12 L=94.71120.0051. 0 4 L=90.98 5 2 . 7 3 L = 3 3.2 53 4 . 0 20.26120.00120.035 5 . 0 0 5 5 . 0 0120.006 5 . 0 0 6 5 . 0 0120.005 5 . 0 0 5 5 . 0 0 6 5 . 0 0 6 5 . 0 0 6 5 . 0 0 51 . 6 5 88 . 8 9 S S S SS SCONTROL>>>>>>>>> > > > > >>>>>>>> > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>S>>>>>>>>>>>>>>94+00 95+00 96+0 0 97+ 0 0 98 + 0 0 9 9 + 0 0 1 0 0 + 0 0 1 0 1 + 0 0 102 + 0 0 103+00 104+00 105+00 106+00107+00108+00109+00110+00111+00112+00113+00114+001 1 9+ 7 0 1 2 0+ 0 0 1 2 1 + 0 0 1 2 2 + 0 0 1 2 3+ 0 0 124+00125+0032+0033+0034+0035+0036+0037+0038+00 7 0 + 0 0 7 1 + 0 0 74+0074+860+00 1+002+003+004+004+0689+00 90+0090+03 >>>>>>>>>>>>>>>>>>S>>>>>>0+00 1+00 1+78 0+00 1+00 1+79 >>>>4+34>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSSSS SS SSSSSSSS SS SS SSSS SS SS SS SS >>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>> >> > > > > > > > > > > > > >> > >>>>>>>>> TS TS TS TS CLVT TS FM FM FM F M F M F MXXXXXXXXXXXXXXXXXX X>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WETLAND 3 5.6% 4.1% 2.9% 5.1% 4.7% 5.4% 5.7% 7.3% N 0 50 100 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 1:57pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC301.dwgXrefs:, 193804970XSXW, 193805500PUDXBRD, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNW, 193804970XSXV, As-BuiltShoot-2-22-23, 193804970XSNO-PH 1, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 3, 193804970XSST, 193804970XSXTTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal GRADING PLANC3.03 WETLAND BOUNDARY (TYP) WETLAND BUFFER (TYP) WETLAND SETBACK (TYP) EX. WETLAND 3 ·NWL 945.2 ·HWL 946.3 EX. WETLAND 4 ·NWL 940.0 ·HWL 942.6 RETAINING WALLSEE SHEET C3.02SEE SHEET C3.01 SEE SHEET C3.05 MAP KEY EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE EX PH A S E 1 D E V EL O P M E N T EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE PROP. FUTURE PHASE X Y L O I D A V E 7 8 T H P L WALNUT LANE79TH AVE 7 9 T H A V E 79TH AVEPOND 9 (EXISTING) ·BOTTOM POND 941.0 ·BOTTOM BENCH 946.25 ·NWL - OUTLET 947.25 ·HWL 953.3 ·EOF 954.69 EX PHASE 2 DEVELOPMENT EX PHASE 2 DEVELOPMENT WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 949.82955.321 . 3% PX PX PX PX PX PX PX BP: 0+00.00EP: 1+65.57PI: 0+64.79 PC: 1+3 8 . 8 3 THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 959.82TWIN960.32959.32960.42TWIN960.92959.92960.52TWIN961.026.0%4.5% 3.8% 4.8% 6.5% 8.1% 961.82 40' WO 953.82 953.32 961.22 40' WO 953.22 952.72 960.82 40' WO 952.82 952.32 960.32 40' WO 952.32 951.82 959.82 40' WO 951.82 951.32 959.32 40' WO 951.32 950.82 958.82 40' WO 950.82 950.32 958.82 40' WO 950.82 950.32 959.12 40' WO 951.12 950.62 959.62 40' WO 951.62 951.12 960.2240' WO 952.22 951.72 959.7140' WO 951.71 951.21 960.0140' WO952.01951.51952.31951.81956.1240' SLAB956.62955.62955.2440' SLAB955.74954.74954.7440' SLAB955.24954.24954.2440' SLAB954.74953.74953.7440' SLAB954.24953.24953.2440' SLAB953.74952.74952.7640' SLAB953.26952.26952.3540' SLAB952.85951.85952.7040' SLAB953.20952.20953.1140' SLAB953.61952.61953.9140' SLAB954.41953.41954.7840' SLAB955.28954.28955.4640' SLAB955.96954.96956.1140' SLAB956.61955.61956.8140' SLAB957.31956.31957.4140' SLAB957.91956.91959.7140' SLAB960.21959.219 6 0 . 7 2 4 0 ' S L A B 9 6 1 . 2 2 9 6 0 . 2 2 9 5 9 . 1 2 4 0 ' S L A B 9 5 9 . 6 2 9 5 8 . 6 2 16 15 14131211109 84 7 6 5 4 3 25 4 3 2 1 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 21 955 . 5 1 40' W O 947 . 5 1 947 . 0 1 955. 1 1 40' W O 947. 1 1 946. 6 1 954.91 40' W O 946.91 946.41 954.11 40' WO 946.11 945.61 953.81 40' WO 945.81 945.31 953.51 40' WO 945.51 945.01 952.81 40' LO 944.81 947.81 954.11 40' LO946.11 949.11 954.7140' LO946.71949.71955.4140' LO947.41950.41955.9140' LO947.91950.91952.91 40' FB 944.91 952.41 953.21 42' WO 945.21 944.71 953.51 42' FB945.51 953.01 957.02 42' LO949.02 952.02956.5040' SLAB957.00956.00957.2040' SLAB957.70956.70957.8040' SLAB958.30957.30958.4040' SLAB958.90957.90955.7042' SLAB956.20955.20953.5050' SLAB954.00953.00955.1040' SLAB955.60954.60955.7040' SLAB956.20955.20956.7040' SLAB957.20956.20957.8040' SLAB958.30957.30958.1040' SLAB958.60957.60952.5050' SLAB953.00952.00952.7050' SLAB953.20951.70 952. 9 0 50' S L A B 953. 4 0 952. 4 0 953.3050' SLAB 953.80 952.80 953.7050' SLAB954.20953.20954.4040' SLAB954.90953.90954.0040' SLAB954.50953.506.5%5.8%4.3%3.2%3.6%5.0%4.4%5.3%5.2%4.5%4.4%4.3%4.1%3.0%3.5%4.6%4. 2%3.8%4.3% 2.8% 7.3% 8.7% 6.9% 6.5% 6.4% 5.7%6.4% 4.7% 4.9% 3.7% 2.8% 3.1 % 3.4 %4. 9%5.3%5.8% 3.1% 3 . 1%7.6%7.3%6.5%6.0% 5 . 4% 4 . 6% 4 . 4%5.6%3.6%3.4%3.1%2.9%2.8%2.6%2.4%2.9%5.3%5.2%5.9%4.5%4.7%4.9%5.0%5.1%7.0%7.1%8.7% 8 . 8% 9 . 4% 8 . 6%9.5% 0.9% 0.9% 1. 8%1.8%1.4%1.0%1.1% 1.1% 0.7% 0.7%958.78953.92 959.76 957.92 958.90 957.62 959.45958.82958.20957.71958.149 5 8 . 5 6 959.04958.97958.46957.94EOF 957.65957.95958.41958.88959.34959.80960.30950.23948.33948.04948.05947.75948.15947.15947.15947.45947.75948.05 9 4 8 . 3 5 9 4 8 . 6 5 9 5 1 . 4 4 957.93950.00950.719 5 2 . 3 8 956.00 959.45 955.73956.72 955.19954.65954.11 9 5 3 . 5 8 9 5 2 . 9 4 9 5 2 . 2 6 951.58EOF 951.27951.62952.08952.62953.17953.71954.26954.84955.69947.03946.18946.28947.49946.09946.08946.41946.49946.49945.99 9 4 5 . 9 9 9 4 6 . 8 5 9 4 6 . 0 5 947.5 5 948.49948.47957.53 955.86958.02 954.25 955.31 954.76950.29 949.07 954.22 953.78 947.11 951. 3 6 953. 3 3 952. 6 6 946. 8 3 94 5 . 0 9 95 2 . 0 5 951.69942.09947.20951.42947.90 9 4 7 . 9 0 9 5 1 . 6 8 9 5 2 . 7 9 9 4 7 . 9 0 948.78954.66 955.21 947.90 951.41955.76 956.30 954.59 955.52956.76 954.96948.45954.09 9 5 3 . 2 7 9 4 7 . 3 9 9 4 6 . 1 4 9 5 2 . 7 0 9 5 2 . 1 4 9 4 4 . 9 2 946.92951.58951.19948.29945.34951.30951.67942.78941.94952.05952.40942.24942.54952.74952.32945.65953.56953.90953.97946.81945.66945.469 4 9 . 9 3 95 4 . 5 6 HP 959 .40 LP 950.65 LP 950.92 HP 958.82 LP 957.38 EOF 951.17 2.0%959.20949.5495 9 955950 950940 945 950937 940 945 940 945 950 960 958 9589379409459 5 0950945945 955955950950945940936955 950 950 945945 940 938 212789.92 456177.62 PX PX PX PX PX PX PX PX PX PX F1 12.1473.06120.00 76.70L =6 5 .5 340.52L=5.67 120.00 55.0055.00120.00 55.0055.00120.00 55.0055.001 4 4 . 9 5 30.5144.06L=108.07L=1.691 3 2 . 5 0 92.12L=2 0 .8 5 L =6 1 .3 7 132.50 146.40L=47.33132.50146.40 L =47.33133.2412.75 135. 1 7 L=47.33 13 0 . 8 018.46136.85 12.16 L=5 2 .8 2 138. 1 8102.13L=54.93L=15.53132. 5 057.56L=0.57L=54.37129.1179.52L=50.3478.99L=50.31120.00 55.00L=0.8854.12120.00 55.0055.00120.00 55.0055.00120.00 56.51114.086.16L=131.70 L =4 8 .6 179.46309.251700.51 SSSSCONTROL >> >> >>>>>> >> >>>>>>>>>>>>>>>>>>>>S SCONTROL>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>14 + 9 7 15 + 0 0 16+00 17+00 18+00 19+00 20+0021+00 22+00 23+00 24+00 25+00 26+0 0 27 + 0 0 2 8 + 0 049+3950+0051+0052+0053+0054+0055+0056+0057+00 5 8 + 0 0 2+003+003+4884+00 85+00 86+00 87+00 88+00 89+00139+70140+00>>>>0 + 0 0 SS >>>>>>>>>>> >>>>> >>> > > > > > > >>>>>>> > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>> > > > >>0+001+002+003 + 0 0 4+00 5+00 5+63 >>>>>>>>>>> > >>>>>>0+000+49E M A I L E PROPANE TANK SS ROCK FLAG WELL FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C O H P O H P O H P O H P O H P O H P OH P OH P 13003 938.75 13002 X X X X X X X X WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 8.0'8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 20.0'8.0'20.0'N 0 50 100 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/14/2023 - 11:54amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC301.dwgXrefs:, 193804970XSXW, 193805500PUDXBRD, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNW, 193804970XSXV, As-BuiltShoot-2-22-23, 193804970XSNO-PH 1, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 3, 193804970XSST, 193804970XSXTTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal GRADING PLANC3.04 WETLAND BOUNDARY (TYP) WETLAND BUFFER (TYP) WETLAND SETBACK (TYP) POND 5 (EXISTING) ·BOTTOM POND 937.0 ·BOTTOM BENCH 941.0 ·NWL - OUTLET 942.0 ·HWL 946.7 ·EOF 947.7 POND 4 (EXISTING) ·BOTTOM POND 936.5 ·BOTTOM BENCH 942.1 ·NWL - OUTLET 943.1 ·HWL 946.5 ·EOF 947.5EX. WETLAND 8 ·NWL 940.0 ·HWL 940.4 EX. WETLAND 9 ·NWL 938.0 ·HWL 938.6 EX. WETLAND 11 ·NWL 936.5 ·HWL 938.4 EX. WETLAND 10 ·NWL 938.4 ·HWL 939.6 SEE SHEET C2.04FLOODPLAIN BOUNDARY ELEV = 938.5 WETLAND (TYP) MAP KEY PR RETAINING WALL PROP. PHASE 3 PROP. PHASE 3 DEVELOPMENT EX. PHASE 2 EX. PHASE 2 DEVELOPMENT PROP. PHASE 2 EX PHASE 1 DEVELOPMENT WALNUT L N 79TH PLXYLOID AVEX Y L O I D A V E SEE SHEET C3.05SEE SHEET C3.02 SHORELAND DISTRICT BOUNDARY WETLAND 4 WETLAND 11 951.70952.2050' WO960.20953.45953.9542' WO961.95954.57955.5742' SLAB955.07949.82955.3242' LO954.82950.10951.1042' SLAB950.60953.45954.4550' SLAB953.95953.00954.0050' SLAB953.50951.42952.4250' SLAB951.92950.50951.5050' SLAB951.00949.40950.4050' SLAB949.90948.42949.4250' SLAB948.92950.21950.7140' WO958.71950.70951.2040' WO959.20953.82954.8240' SLAB954.32953.42954.4240' SLAB953.92953.12954.1240' SLAB953.62952.82953.8240' SLAB953.32952.42953.4240' SLAB952.92951.72952.7240' SLAB952.22950.82951.8240' SLAB951.32954.22955.2240' SLAB954.72953.32954.8240' SLAB954.32952.60953.6040' SLAB953.10952.32953.3240' SLAB952.82951.92952.9240' SLAB952.422.6%0.8% 1.2%1.2%1.2%1.2%0.7%0.7%0.7% 1 . 3%1.3%0.8%3.0%7.2%5 . 6% 4.3 % 4.9 % 4.6 % 4.2 % 3. 9 % 3. 7 % 3. 8 % 3. 9% 4. 0% 3. 8% 4. 1% 3. 7% 3. 8 % 4. 4 % 5. 0 % 5.2 % 5.1 % 4.4 % 3.3 % 4.0% 4.1% 5.4% 6.7% PX PX 8' WIDE TRAIL 12' WIDE TRAIL EOF=940.00 VIRGIL W SPEARS LOURRIENE L SPEARS 8025 CITY RD 116 HAMEL MN 55340 DANIEL P CARLSON 8045 CO RD NO 116 HAMEL MN 55340 RONALD L RUEHLING 8065 CO RD NO 116 HAMEL MN 55340 DUANE J & JANICE C POPOVICH 8101 CO RD NO 116 HAMEL MN 55340 CHARLES & KAREN LYMANGOOD 8105 CO RD NO 116 HAMEL MN 55340 MR & MRS DAVID FOY 8115 CO RD NO 116 HAMEL MN 55340 961.82 40' WO 953.82 953.32 961.22 40' WO 953.22 952.72 960.82 40' WO 952.82 952.32 960.32 40' WO 952.32 951.82 959.82 40' WO 951.82 951.32 956.1240' SLAB956.62955.62955.2440' SLAB955.74954.74954.7440' SLAB955.24954.24954.2440' SLAB954.74953.7416 15 141312 12 1 2 3 2 955 . 5 1 40' W O 947 . 5 1 947 . 0 1 955. 1 1 40' W O 947. 1 1 946. 6 1 954.91 40' W O 946.91 946.41 954.11 40' WO 946.11 945.61 951.0640' SLAB951.56950.56948.6540' SLAB949.15948.15948.0940' SLAB948.59947.59947 . 5 6 40' S L A B 948 . 0 6 947 . 0 6 948.0042' SLAB948.50947.50949.1042' SLAB949.60948.60949.9042' SLAB950.40949.40950.8042' SLAB951.30950.30951.5042' SLAB952.00951.00950.3750' SLAB950.87949.87948.3950' SLAB948.89947.89947.86 50' SLAB 947.36 947.36 4.3%3.2%3.6%5.0%4.4%5.3%5.2%4.5%2.8%2.6%2.4%2.9%5.3%5.2%5.9%4.5%4.4% 3.8% 3.9% 4.4% 3.3%3.7%3.5% 3.7 % 3.5%2.8% 0.9% 0.7 %959.45958.82958.88959.34959.80960.30960.12956.90950.23948.33948.04948.05947.75953.17953.71954.26954.84955.69947.03946.18946.28947.49946.09952.32945.65953.56953.90953.97946.81945.66945.469 4 9 . 9 3 9 5 3 . 5 3 9 5 3 . 1 0 9 4 9 . 5 3 94 9 . 2 3 94 8 . 9 3 94 8 . 5 3 94 7 . 8 3 947. 0 2 945 . 8 0 94 7 . 4 9 94 9 . 2 2 949 . 7 9 950. 4 6 951 . 1 9 95 1 . 7 8 95 2 . 2 2 95 2 . 6 6 949.80 959.25 958.29 947.83 946.74 947.38 957.34 957.91956.5495 4 . 5 6 9 5 0 . 3 1 9 5 3 . 8 8 9 5 0 . 0 0 9 5 3 . 5 0 9 4 9 . 7 1 9 5 3 . 1 3 952.6994 9 . 3 4 94 8 . 9 9 95 2 . 2 6 95 1 . 8 9 94 8 . 7 1 94 9 . 7 2 95 1 . 4 7 950 . 9 3 949 . 1 2 948. 0 1 950. 1 9 94 9 . 0 7 94 6 . 7 0 944.50943.06947.62946.72949.79945.58 945.34 948.15 945.31 947.46 941.30 947.17 9 4 3 . 6 7 9 4 6 . 9 3 946.64944.70945.00946.40946.55 943.67 945.26947.24 948.47 945.00 944.12949.19 949.96LP 945.87EOF 94 6. 3 8 943.272.5%2.0%2.6%2.0%2.5%2.0%2.8%940 945 950 960 9 4 7 945 945945940936950945945 940 938 934935940945945 95094995080TH AVE80TH AVE PX PX PX 5 6 7 4 6 7 8 1 9 2 10 3 11 4 12 5 6 7 8 1 9 8 7 6 5 4 3 2 F4 125.00 0125.00 62.00L=18.2443.77124.80 57.00L=57.00121.96 57.00L=57.08L=29.55134.06 98.17L=18.82120.0033.02 55. 0 0 3 3 . 0 2 119.73L=40.54 1 2 0 . 0 038.4065.00 38.40 L =4 7 .3 3 120.0033.0255.0033.02L=40.51120.0042.2260.9538.40L=47.33156.6774.21 L =58.49 L=2 7 .22120.0055.36103.11L=13.412.98SSSCONTROL >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >>>>S SCONTROL>> >> >>>>>>>>>>>>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>114+00115+001 1 6+ 0 0 1 1 6+ 7 4 25+00 26+0 0 27 + 0 0 2 8 + 0 0 29+0030+0031+000+ 0 0 0+ 8 5 0+00 1+00 87+00 88+00 89+00139+70140+00141+00142+00143+00144+00145+00146+00147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 >>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>0+001 + 0 0 2+003+004+004+340+001+001+02>>>>>>>>SS SSSSSS SS SS SS SS SS SS SS SS SSSS SS >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>> > > >>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>CLVT CLVT TS TS TS TS TS >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C PROPANE TANK SS CLVT XXXXXXXXXXXXXXXXXXCLVT WETLAND 4 WETLAND 11 N 0 50 100 WETLAND BOUNDARY (TYP) WETLAND BUFFER (TYP) WETLAND SETBACK (TYP) SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 1:58pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC301.dwgXrefs:, 193804970XSXW, 193805500PUDXBRD, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNW, 193804970XSXV, As-BuiltShoot-2-22-23, 193804970XSNO-PH 1, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 3, 193804970XSST, 193804970XSXTTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal GRADING PLANC3.05 WETLAND BUFFER SIGN (TYP.) POTENTIAL WETLAND BANK EASEMENT POND 10 (EXISTING) ·BOTTOM POND 936.0 ·BOTTOM BENCH 941.0 ·NWL - OUTLET 942.0 ·HWL 943.6 ·EOF 944.6 POND 6 (EXISTING) ·BOTTOM POND 937.0 ·BOTTOM BENCH 941.0 ·NWL - OUTLET 942.0 ·HWL 943.4 ·EOF 944.4 EX. WETLAND 4 ·NWL 940.0 ·HWL 942.5 POND 12 (EXISTING) ·BOTTOM POND 936.3 ·BOTTOM BENCH 939.0 ·NWL - OUTLET 940.0 ·HWL 942.7 ·EOF 943.7 EX. WETLAND 11 ·NWL 936.5 ·HWL 938.4 - 60' BUILDING PAD DEPTHSEE SHEET C3.04SEE SHEET C3.03 MAP KEY EX PHASE 1 DEVELOPMENT EX. PHASE 2 PROP. FUTURE PHASE EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. PHASE 2WA L N U T L N 80TH AVEPROP. PHASE 3 79TH AVE 1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 164 1 2 3 4 5 6 7 8 9 10 11 12 13 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 3 4 5 6 7 8 9 10 11 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 8 12 2 7 4291 4293 4295 4296 4300 4304 4305 43064307 4361 4367 4797 4802 48034804 4866 4945 5142 5180 5242 5245 5247 5421 5434 5435 5436 5503 5507 5595 5599 5607 5611 5612 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5755 5756 5757 5758 5759 5760 5761 5762 5763 5764 5765 5766 5767 5768 5769 57705771 5772 5773 5774 5775 5776 5777 5811 5812 5819 58205821 5822 5823 5824 5825 5826 5837 5838 5841 5842 5854 5857 5858 5859 5860 5909 5920 5921 5923 5924 5925 5926 5927 5928 5929 5930 5954 5955 5959 5960 5967 59695970 6305 63076308 6309 6310 6327 6340 6341 63426343 6344 6352 6378 6423 6499 6558 6559 6560 6564 6565 6566 65676568 6569 6570 6571 6572 6573 6574 6575 6576 6577 6578 65796580 6581 6582 6583 6584 6585 6586 6587 65886589 6590 6591 6592 6593 6594 6595 6596 6597 6598 72447245 7333 7335 7336 7337 73397340 734173427343 73457346 7347 7348 7359 7468 7471 7474 7479 7480 7484 7485 7487 7489 7522 7524 7526 7527 7530 7538 75407541 7543 7551 7552 75537554 7571 7572 7574 7575 7583 7584 7585 7586 7587 7588 7595 7596 7615 7664 7665 7666 7667 7689 7690 7691 7702 1405 1406 1411 1425 1588 15891590 1642 1646 1664 16651668 1669 1670 1671 1861 1862 1863 1864 1865 1866 1867 1868 1869 1870 1871 1872 1873 1874 1875 1876 1877 1878 1879 1880 1882 1883 1884 18851886 1887 1888 1889 1890 1891 1892 1893 1894 1895 1896 1897 1898 1899 1900 1901 1902 1903 1904 1905 1906 1907 1908 19091910 1911 1912 1913 1914 1915 1916 1917 1918 1919 19201921 1923 1924 1946 1947 1948 19491950 1951 1952 1953 19561957 1961 2021 2022 2023 2024 20252028 2170 2171 2182 2187 2192 23192320 23232325 2326 2327 2328 2329 2340 23452346 2350 2362 2388 2392 2394 2395 2414 2418 2421 2442 2480 2956 2957 3479 3480 3481 3482 3483 3485 7777 7778 7779 7780 7781 7782 1793 1832 1841 2372 2937 2976 3299 3319 36033605 3651 3661 3681 3809 4092 4440 44414442 4491 46404641 5380 5413 5467 5518 5596 6070 6395 7109 7297 7308 7620 7729 7754 77587759 5037 5038 5039 5040 5041 5042 5043 5044 5045 5046 5047 5048 5049 5050 5051 5052 5053 5054 5055 5056 5057 5058 5059 5061 5063 5064 50665067 5069 5070 5071 5072 5091 50925096 5244 5246 5264 5266 5267 5269 5270 5271 52725273 5274 5275 5276 5277 5278 5279 5280 5281 5282 5283 5284 5285 5286 5287 5288 5290 5332 5339 5341 5342 5343 5344 5346 5347 5348 5349 5350 53515352 5353 5354 5355 5356 5357 5358 5359 5360 5361 5362 5363 5364 5365 5366 5367 5368 5369 5370 5371 5372 5373 5374 5375 5376 5377 5378 5379 5381 5382 5383 5384 5385 5386 5387 5388 5389 5390 5391 5392 5393 5394 5395 5396 53975398 5399 5400 5401 54025403 5404 5405 5406 5407 5408 5409 5410 5411 5412 5414 5415 5416 5417 5418 5419 5420 5422 5423 5424 5425 5426 54275428 5429 54305431 5432 5433 5437 5438 5439 5440 5441 5442 5443 5444 5445 5446 5447 5448 5449 5450 5451 545254535454 5455 5456 5457 5458 5459 54605461 5462 5463 5464 5465 5466 5468 5469 5470 5471 54725473 547454755476 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 56205621 5622 5623 5624 5625 56265627 5628 5629 5630 5631 56325633 5634 5635 56375638 5639 5640 5641 5642 564356445645 5646 5647 5648 5649 5650 5651 5652 5653 5654 5655 5656 5657 5658 5659 5660 5661 5662 5663 5664 5665 5666 5667 56685669 5670 5671 5672 5673 5674 5675 56765677 5678 5679 56805681 5682 5683 5684 5685 5686 5689 5690 5691 5696 5718 5740 5741 5742 5743 5744 5745 57465747 5748 5749 57505751 5752 5753 5754 5778 5779 5780 5781 5782 5783 5784 5785 5786 5787 5788 5789 57905791 5792 5793 5794 5795 5796 5797 5798 5799 580058015802 5803 5804 5805 5806 5807 5808 5809 5810 5813 5814 5815 5816 5817 5818 5895 5896 5897 5898 5899 5900 5901 5907 5908 5910 5911 5912 5913 5915 5916 59175918 5919 5922 5931 5932 5933 5934 59355936 5937 5938 5939 5940 5941 594259435944 59455946 5947 5948 5949 5950 5951 5952 5953 5956 59575958 5961 5962 5963 5964 59655966 5972 5978 597959805981 5982 5983 5984 5987 5993 5997 5998 5999 6000 6001 600260036004 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 60396040 6041 6042 6043 6044 6045 6046 60476048 6056 60716072 6073 6075 6076 6230 6306 636163626363 6364 636763686369 6375 6376 6377 6379 6380 6381 6384 6387 6389 6390 6391 6392 6393 6394 63966397 6398 6399 6400 6401 64026403 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 64546455 6456 6457 6458 65006501 6502 7040 7042 7043 7044 7045 7046 7047 7048 7049 7050 70517052 70537054 7055 7056 7057 7058 7059 70607061 70627063 7064 7065 7066 7067 7068 7069 7070 7071 7072 7073 7074 7075 7076 7077 7078 7080 7081 70827083 7084 7085 70867087 7088 70917092 7093 7094 7095 7096 7097 7098 7099 7100 7110 7111 7112 71137114 71177118 7119 7120 7121 7122 7123 7124 71267134 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 721972207221 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 72647265 7266 7267 7268 7269 7270 7271 7272 7273 7274 7275 7276 7277 7278 7279 7280 7281 7282 728372847285 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 73287329 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 75177518 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 76317632 7633 7634 7635 76387639 7640 7644 7645 7646 7647 7648 7653 76617662 7663 7668 7669 7670 76717672 7673 7674 767576767677 7678 7679 7680 7681 7682 7683 7692 7695 7703 7706 7708 7709 7710 7711 7712 7713 7714 7715 7716 7717 7718 7719 77207721 7722 7723 7726 7727 77287730 7732 7733 77347735 7736 7737 7738 773977407741 7742 7743 7744 7745 7746 7747 7748 7749 77507751 7752 7753 7755 77567757 2126 2127 212821292130 2140 21412142 2143 2144 2145 2146 2147 2148 2149 2150 2151 2152 2153 2154 2155 21562157 2158 2159 2160 2161 2162 21632164 21652166 2167 2168 2169 2172 2173 2174 2175 2176 2177 2178 2179 2180 2183 21842185 2186 2188 2189 2190 2191 2193 2194 2195 2196 2198 2202 2203 2204 2205 2219 2276 2277 22882289 22922294 2302 2303 2305 2307 2308 2309 2310 2311 2312 2313 2314 2315 2316 2317 2318 2321 2322 2324 2332 2335 2336 2338 2347 2348 2349 2351 2352 2353 2354 2355 2356 2357 2358 2359 2360 2361 2363 2364 2365 2366 2367 2368 2369 2370 23712373 2374 2375 23762377 2378 2379 2380 2381 2382 2383 2384 2385 2386 2387 2393 2396 2398 2399 2400 2401 2402 2403 2404 2405 24062407 2408 2409 2410 2411 2413 2444 2445 2482 2906 2907 2909 2910 29112912 29132914 2915 2916 2917 2918 29192920 2921 2922 2923 2924 2925 2926 2927 2928 2929 2930 2931 2932 2933 29342935 2936 293829392940 29412942 2943 2944 2945 2946 2947 2948 2949 2950 2951 2952 29532954 2955 2958 2963 2966 2967 29682969 2970 2971 2972 29732974 2975 3053 3056 3057 3059 3060 3061 3087 3088 3089 3090 3091 3092 3094 3234 3238 3239 3275 3283 3284 3285 3287 3288 32893290 3291 3292 3293 3294 3295 3296 3297 330033013302 3305 3306 3307 33083309 3310 33113312 33133314 331533163317 3318 3320 3321 3347 3489 3503 35043505 35063507 3508 3509 3510 3511 3512 3513 3514 3515 3516 35173518 3519 3520 3521 3522 3523 3524 3525 3526 3527 3528 3529 3530 3531 3532 3533 3534 3535 3536 3537 3538 3547 3548 3549 3550 3551 3552 3553 35543555 3556 3557 3558 3559 3560 3561 3562 3563 3566 3567 3571 3572 3573 3574 3575 3576 3577 3578 3579 3580 3581 3582 3583 3584 3585 3586 3587 3588 3589 3590 3591 35923593 3594 3595 3596 3597 3598 3599 3600 3601 3602 3604 3606 3607 3608 3609 36103611 3612 3613 3614 3617 3629 3630 3631 3632 3633 3634 3635 3636 36373638 3639 3640 3641 3642 3643 3646 3647 3648 3649 3650 36523653 3654 3655 3656 3657 3658 3659 3660 36623663 366436653666 3667 3668 3669 3670 3671 3672 367336743675 3676 36773678 3679 3680 3682 3683 3684 3685 3686 3687 3688 36893690 3691 36923693 36943695 36963697 3698 3699 3700 3701 3702 3703 3704 37053706 3707 3708 3709 3710 3711 3712 37133714 3715 3716 37173718 3719 3720 3721 3722 3723 3724 37253726 3727 3728 372937303731 3732 3733 3734 3735 3736 3737 3738 3739 3740 3741 3742 37433744 3745 3746 3747 3748 3749 37503751 3752 3753 3754 3755 3756 3757 3758 3759 3760 3761 3762 3763 37643765 3766 3767 3768 3769 3770 3771 3772 3773 3774 3775 3776 3777 3778 3779 3780378137823783 3784 3785 3786 3787 37883789 3790 3791 3792 3793 3794 3795 37963797 3798 3799 3800 3801 3802 38043805 3806 38073808 3810 3811 3812 3813 3814 38153816 3817 3818 3819 3820 3821 4064 4065 4067 4070 4071 4072 4073 4074 4075 4076 4077 4078 4079 4080 4083 4084 4085 4086 4087 4088 4089 4090409140934094 4095 4096 4097 4098 40994100 4101 4102 4294 4301 4302 4303 43554356 4357 43584359 4360 4362 4363 4364 4371 4372 4373 4374 4375 4376 4377 43784379 4380 4381 4382 4383 4384 4385 4386 4387 4388 4389 4390 4391 4392 4393 4394 4395 4396 4397 4398 4399 4400 4401 44024403 4404 4405 4406 4407 4408 4409 4410 4411 44124413 4414 44154416 4417 4418 4419 4420 4421 44224423 4424 4425 4426 4427 4428 4429 44304431 4432 4433 4434 4435 4436 4437 44384439 4443 4444 4445 44464447 44484449 4450 4451 4452 4453 4454 4455 44564457 445844594460 4461 4462 4463 4464 4465 446644674468 4469447044714472447344744475 4476 44774478 4479 4480 4481 4482 4483 4484 4485 44864487 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 13003 938.75 13002 SS FM F M FMFMFMllllllll>>>>>> > >>>>>>>>>>>>>>>>>WAL N U T L N XYLOID AVEWALNUT L N WALNUT LNWALNUT LNWALNUT LN X Y L O I D A V E X Y L O I D A V E 79TH AVE 79TH P L A C E 79 T H A V E 79TH AVE7 8 T H P L A C E 80TH AVECO U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 3 WETLAND 4 WETLAND 11 ll>>>>>>> > FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMl lllllllllllllll l l l llllllll l l l l l llllll llll l llllll>l> l >>>l >l > l >l>ll l l lll >>l l l l l l llllllllllllll llllll1 23 4 7 8 5 6 9101112 13141516 20191817 3 2 1 654 987 4 1 2 3 65 5 1 210 21 1 6 5 4 3 2 10 2 987654 11 3 1 5 6 7 1 2 3 4 6 7 8 1 9 2 10 3 11 4 12 5 4 3 6 7 8 1 9 8 7 6 5 4 3 2 >>S S S S SS SCONTROL> >>>>>>>>>>>> >>>> > > > > >>>SS SSSCONTROL >> >> >> >> >> >> >>>>>>>>>>>>>>>>SS SCONTROL>> S SCONTROL>>>>>>>>>>S>>>>>>>>>>S>>>>>>>>>>>>S>>>>>>>>>>>> PX PX PX PX PX PX PX PX PX 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F1 F2 F3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1 2 3 4 5 F4 OUTLOT F 3 2 1 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/14/2023 - 11:55amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC400.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C4.00 OVERALL SANITARY SEWER AND WATERMAIN PLAN ---- N SHORELAND DISTRICT BOUNDARY WETLAND (TYP) 12" TRUNK WATER MAIN. (ALL OTHER 8" WATER MAIN UNLESS OTHERWISE NOTED) 7 8 5 6 9 10 11 12 13 14 15 16 20191817 9 8 7 1 21 10 11 13 14 15 16 9 10 11 8 12 E E E E E E E H OHPOHPOHPOHP E E E E 13 14 OHP OHP OHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > >>>>>>>>>l>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l>>ll>>l>>ll>>llll>>ll>>ll>>>>llll>>lll>>lll>>>>lllll>>>>lll>>llllll>>lll>>>l>>>>lll>>>>ll>>l>>>>l l >>l l l l >> l l l l lllllll l l l l l l l ll lllllllll>>>>>>>>>>S S S SCONTROL>>> > > > > >>>>>>>> > > > > > > > > >>>>>>>> > >>>> >>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>SS SS SSSS SS SS SS SS SSSSSS >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>12" WME X 1 2 " W M F3 10 11 12 13 14152.5589 . 4 40.65130.6299.05 10 . 6 9 125.0082.67 125.8157.00 135.3779.12 74.03 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 2:00pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC401.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C4.01 SANITARY SEWER AND WATERMAIN PLANTNA CWM CWM XM KS KS N EX 4" SAN SERVICE (TYP.) EX 1" WATER SERVICE & CURB BOX (TYP.) HYD. & GATE VALVE (TYP.) SEE SHEET C4.02 SHORELAND DISTRICT BOUNDARY SEE SHEET C4.03 MAP KEY EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 1 DEVELOPMENT X Y L O I D A V E 78TH PLEX. PHASE 2 DEVELOPMENT C O U N T Y R O A D 1 0 E X 1 2 " W M EX 8" WMNOTE: INSTALL ALL WATER MAIN SERVICES ON THE UPSTREAM SIDE OF THE SANITARY SEWER SERVICES 1 2 3 4 7 8 5 6 9 10 11 12 3 2 1 6 5 4 9 8 7 4 1 2 3 65 5 2 10 1 6 5 4 3 2 10 2 987 6 5 4 11 3 1 4 3 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13 5 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 1 2 3 4 5 6 7 8 9 10 11 8E E E M A I L E E 5 8 O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P llllll>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > >>>>>> > > > > > >>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>> > >>> > > > >> > > >ll>>>>llll>>>>llll>>>ll>>l>>ll>>ll>>l>>l>>l>>l >>l > > l >> l > > l >l>ll>ll>ll>ll>ll> >ll>>llll>>l>l>l>>ll>l>>ll>>l>>ll>>ll>>llll>>ll>>ll>>>>llll>>ll>>ll> >l>l > >>>>>ll>>>>l>>ll>>>>lllll>>>>llll>>ll>>ll>>>>llll>>lllllllllllllllllll>>l>>> > l l>>l > > l > >ll>>llll>ll>ll>l>l>>>llll>>>>ll>>llllllll>>>>>>>lllllllllllllll l l l l ll>>>llll>>ll>llll>> >lll>llllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llllllllll>>S > > > > > > > > > > > > > >>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>> >>>> > > > > > > > > > > >>>>>>>> > > > > > > > >>>> S >> >> >> >>>>>> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> > > >>SSSSSS SSSSSSSSSSSS SS SS SSSSSS SS SSSS SSSS SS >>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > >>>>>> > > > > > >>>>>>>>>>>>>>>>>>>>>>> > >> E X 1 2 " WM EX 8" W M E X 1 2 " W M 1 2 " W M 1 2 " WM PX PX PX L=118.431 51. 6 5 88 . 8 9 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 2:01pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC401.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C4.02 SANITARY SEWER AND WATERMAIN PLANTNA CWM CWM XM KS KS N 1" WATER SERVICE & CURB BOX (TYP.) HYD. & GATE VALVE (TYP.) EX HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) EX HYD. & GATE VALVE (TYP.) EX 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) EX 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) SEE SHEET C4.04 SEE SHEET C4.03SEE SHEET C4.01 SHORELAND DISTRICT BOUNDARY MAP KEY EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT X Y L O I D A V E 7 8 T H P L WALNUT LA N E X Y L O I D A V E 79TH AVE79TH PL79TH PL EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT C O U N T Y R O A D 1 0 E X 8 " W M EX 8" WMEX 1" WATER SERVICE & CURB BOX (TYP.)EX 8" WM8" WME X 1 2 " W M NOTE: INSTALL ALL WATER MAIN SERVICES ON THE UPSTREAM SIDE OF THE SANITARY SEWER SERVICES 11 12 6 5 4 9 8 7 65 1098 11 1 2 3 4 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 13 14 15 1 2 3 4 5 6 7 8 9 10 11 8 12 7 1405 1406 1411 1425 1588 15891590 1642 1646 1664 16651668 1669 1670 1671 2956 2957 3479 3480 3481 3482 3483 3485 1793 1832 1841 2937 2976 3299 3319 3603 3605 3651 3661 3681 2906 2907 2909 2910 29112912 29132914 2915 2916 2917 2918 29192920 2921 2922 2923 2924 2925 2926 2927 2928 2929 2930 2931 2932 2933 29342935 2936 2938 29392940 2941 2942 2943 2944 2945 2946 2947 2948 2949 2950 2951 2952 2953 2954 2955 2958 2963 2966 2967 29682969 2970 2971 2972 2973 2974 2975 3053 3056 3057 3059 3060 3061 3087 3088 3089 3090 3091 3092 3094 3234 3238 3239 3275 3283 3284 3285 3287 3288 3289 3290 3291 3292 3293 3294 3295 3296 3297 3300 3301 3302 3305 3306 3307 3308 3309 3310 33113312 33133314 331533163317 3318 3320 3321 3347 3489 3550 35543555 3556 3557 3558 3559 3560 3561 3562 3563 3566 3567 3571 3572 3573 3574 3575 3576 3577 3578 3579 3580 3581 3582 3583 3584 3585 3586 3587 3588 3589 3590 3591 3592 3593 3594 3595 3596 3597 3598 3599 3600 3601 3602 3604 3606 3607 3608 3609 36103611 3612 3613 3614 3617 3629 3630 3631 3632 3633 3634 3635 3636 36373638 3639 3640 3641 3642 3643 3646 3647 3648 3649 3650 36523653 3654 3655 3656 3657 3658 3659 3660 36623663 366436653666 3667 3668 3669 3670 3671 3672 367336743675 3676 36773678 3679 3680 3682 3683 3684 3685 3686 3687 3688 3689 3690 3691 36923693 36943695 36963697 3698 3699 3700 3701 3702 3703 3704 37053706 3707 3708 3709 3710 3711 3712 37133714 3715 3716 3717 3718 3719 3720 3721 3722 3723 3724 37253726 3727 3728 3729 3730 3731 3732 3733 3734 3735 3736 3737 3738 3739 3740 3741 3742 37433744 3745 3746 3747 3748 3749 37503751 3752 3753 3754 3755 3756 3757 3758 3759 3760 3761 3762 3763 3764 3765 3766 1697 1698 1699 1700 1701 1546 1548 1549 1550 1551 1556 1557 1558 1559 1560 1561 1562 1563 1564 1565 1566 1567 1568 1569 1570 1571 1573 1574 1577 1591 1592 1593 1594 1595 15961597 1598 1599 1600 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 1617 1618 1619 1620 1621 1622 1623 16241625 1626 1627 1628 1629 1630 1631 1632 1633 1634 16351636 1637 1638 1640 1643 1644 1645 1647 1648 1649 1650 1651 1652 1653 1654 1655 1656 1657 1658 1659 1660 1661 1673 1674 1675 1676 1677 1678 1679 1680 1681 1682 1683 1684 1685 1686 1687 1688 1689 1690 1691 1692 1693 1694 1695 1696 1702 1703 1704 1705 1706 1707 1713 1714 1715 17161717 1718 1719 1720 1721 1722 1724 1728 17351736 1737 1738 1739 1740 1741 1742 1744 1745 1784 1785 1786 1787 1788 1789 1790 1791 1792 1794 1795 1796 1797 1798 1799 1800 1801 1804 1805 1806 1807 1808 1809 1708 1709 1710 1711 1712 1810 1811 1812 1813 1814 1815 1816 1817 1818 1819 18201821 1822 1823 1824 1825 1826 1827 1828 1829 1830 1831 1833 1834 1835 1836 1837 1838 18391840 18421843 1844 1845 1850 1851 18521853 1854 1855 1856 9 10 11 FM FM FM F M F M F M>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WETLAND 3>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>> >> > > > > > > > > > > > > >> > >>>FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM>>l>>ll>>ll>>l>l>lll>>ll>>l>lll>>ll>>>>llll>>lll>>l>>>>>>llll>>>>ll>>>>ll>>l>>>>l l >>l l l l >>>>lll>>>>ll>>>>ll>>>>l>>ll>>>>lllll>>>>llll>>ll>>ll>>>>llll>>lllllllllllllllllllll>>>>>lllllllll >l>l>>ll>>ll>>ll>>ll>>ll>l>l>>ll>>ll>>ll>>ll>l >l> l >>ll>>lll >ll>>>l >l >l >l>>l>>l>>l >>l >ll>>l>ll>ll>>ll>ll>>ll>ll>>l>>l>l>>l>>ll l l l llllllllllllllllllllllllllllllllllllll l l l l l l l l l l llllllllllllllllllS S S SS SCONTROL>>>>>>>>> > > > > >>>>>>>> > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSSSS SS SSSSSSSS SS SS SSSS SS SS SS SS >>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> > > > > > > > > > > > > >> > >>>>>>>>> 8" W M 8" WMPX PX PX PX PX PX F2 F3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 5 OUTLOT F L = 4 8 .70123.645 5 . 0 0 120.006. 4 8 130.85L=118.4348.9 5 L=37.68 125.00L = 60 .72 1 9 . 2 3 125.006 5 . 0 0 125.005 7 . 0 0 5 7 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.006 3 . 5 7 1 2 . 3 1 2 9 . 2 7 L =33.70 129.7374 . 6 4 L=55.71 152.5589 . 4 40.65L=55.15 130.6299.05 10 . 6 9 L=76.53 125.0082.67 L=51.12 11.30 125.8157.00 31.73 L=2 5 .2 9 135.3779.12 L =5 2 .9 7 154.7674.03 L =5 2 .3 0 186.17 81.12 L =5 2 .3 0 2 3 3 . 0 6 92.68L=5 2.302 1 1 . 8 4 66.9052.00L=52.3013 6 . 4 4 106.45L=52.30277.05L=211.4411.78 357.266.65L=200.85L=177.17118.17 62.00L=62.40120.00 120.0065.05L=52.98120.0076.86L=62.61120.0065.03L=52.97120.0065.03L=52.96120.026 7 . 3 6 L =5 0 . 0 4 L =9 . 8 6 120.1451.13L=85.53120.0056.20L=94.35120.0 055.99L=90.2312 0 . 0 050.56L=77.341 2 0 . 0 051.26L=78.801 2 0 . 0 052.41L=80.58120.0052.38 L =8 0 .5 3120.0258.68 L =9 3 .0 5120.0054.94 L =5 .6 143.03L=11.4 0120.0053.12 L=94.71120.0051. 0 4 L=90.98 5 2 . 7 3 L = 3 3.2 53 4 . 0 20.26120.00120.035 5 . 0 0 5 5 . 0 0120.006 5 . 0 0 6 5 . 0 0120.005 5 . 0 0 5 5 . 0 0 6 5 . 0 0 6 5 . 0 0 3 2 1 6 5 . 0 0 51 . 6 5 88 . 8 9 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 2:01pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC401.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C4.03 SANITARY SEWER AND WATERMAIN PLANTNA CWM CWM XM KS KS N 1" WATER SERVICE & CURB BOX (TYP.) EX HYD. & GATE VALVE (TYP.) EX HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) 4" SAN SERVICE (TYP.) EX 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.)4" SAN SERVICE (TYP.)SEE SHEET C4.02SEE SHEET C4.01 SEE SHEET C4.05 WETLAND (TYP) MAP KEY EX 6" PVC SANITARY FORCE MAIN CONNECT TO EX. SANITARY MANHOLE 8" WM STUB EX. PHASE 2 EX. PHASE 2 EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE EX PH A S E 1 D E V EL O P M E N T EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE PROP. FUTURE PHASE EX. PHASE 2 EX. PHASE 2 X Y L O I D A V E 7 8 T H P L WALNUT LANE79TH AVE 7 9 T H A V E 79TH AVE1" WATER SERVICE & CURB BOX (TYP.)EX 8" WMEX 8" WM 1" WATER SERVICE & CURB BOX (TYP.) NOTE: INSTALL ALL WATER MAIN SERVICES ON THE UPSTREAM SIDE OF THE SANITARY SEWER SERVICES 1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 2 3 4 5 6 7 8 9 10 11 12 13 14 15 164 1 2 3 4 5 2 5421 5434 5435 5436 5503 5507 5595 5599 5607 5611 5612 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5755 5756 5757 5758 5759 5760 5761 5762 5763 5764 5765 5766 5767 5768 5769 57705771 5772 5773 5774 5775 5776 5777 5811 5812 5819 5820 5821 5822 5823 5824 5825 5826 5837 5838 5841 5842 5854 5857 5858 5859 5860 5909 5920 5921 5923 5924 5925 5926 5927 5928 5929 5930 5954 5955 5959 5960 5967 59695970 6305 6307 6308 6309 6310 6327 6340 6341 63426343 6344 6352 6378 6423 6499 6558 6559 6560 6564 6565 6566 6567 6568 6569 6570 6571 6572 6573 6574 6575 6576 6577 6578 65796580 6581 6582 6583 6584 6585 6586 6587 65886589 6590 6591 6592 6593 6594 6595 6596 6597 6598 72447245 7333 7335 7336 7337 7339 7340 7341 7342 7343 73457346 7347 7348 7359 7468 7471 7474 7479 7480 7484 7485 7487 7489 7522 7524 7526 7527 7530 7538 7540 7541 7543 7551 7552 7553 7554 7571 7572 7574 7575 7583 7584 7585 7586 7587 7588 7595 7596 7615 7664 7665 7666 7667 7689 7690 7691 7702 7777 7778 7779 7780 7781 7782 5380 5413 5467 5518 5596 6070 6395 7109 7297 7308 7620 7729 7754 77587759 5037 5264 5276 5277 5278 5279 5280 5281 5282 5283 5284 5285 5286 5287 5288 5290 5332 5339 5341 5342 5343 5344 5346 5347 5348 5349 5350 5351 5352 5353 5354 5355 5356 5357 5358 5359 5360 5361 5362 5363 5364 5365 5366 5367 5368 5369 5370 5371 5372 5373 5374 5375 5376 5377 5378 5379 5381 5382 5383 5384 5385 5386 5387 5388 5389 5390 5391 5392 5393 5394 5395 5396 53975398 5399 5400 5401 54025403 5404 5405 5406 5407 5408 5409 5410 5411 5412 5414 5415 5416 5417 5418 5419 5420 5422 5423 5424 5425 5426 54275428 5429 5430 5431 5432 5433 5437 5438 5439 5440 5441 5442 5443 5444 5445 5446 5447 5448 5449 5450 5451 5452 54535454 5455 5456 5457 5458 5459 5460 5461 5462 5463 5464 5465 5466 5468 5469 5470 5471 5472 5473 54745475 5476 5477 5478 5479 5480 5481 5482 5483 5484 5485 5486 5487 5488 5489 549054915492 5493 5494 5495 5496 5497 5498 5499 5500 5501 5502 5506 5508 5511 5512 5514 5516 5517 5519 5520 5521 5523 5524 5525 5526 5527 5528 5529 5530 5531 5536 5537 5539 5540 5541 5542 5543 5544 5545 5546 5547 5548 5549 5550 5551 5552 5553 5554 5555 5556 5557 5558 5559 5560 5561 5562 5563 5564 5565 5566 5567 5568 5569 5570 5571 5572 5573 5574 5575 5576 5577 5578 5579 5580 55815582 5583 5584 5586 5589 5591 5592 5597 5598 5600 5601 5602 5603 5604 5605 5606 5613 5614 5615 5620 5621 5622 5623 5624 5625 5626 5627 5628 5629 5630 5631 56325633 5634 5635 56375638 5639 5640 5641 5642 564356445645 5646 5647 5648 5649 5650 5651 5652 5653 5654 5655 5656 5657 5658 5659 5660 5661 5662 5663 5664 5665 5666 5667 5668 5669 5670 5671 5672 5673 5674 5675 5676 5677 5678 5679 5680 5681 5682 5683 5684 5685 5686 5689 5690 5691 5696 5718 5740 5741 5742 5743 5744 5745 5746 5747 5748 5749 5750 5751 5752 5753 5754 5778 5779 5780 5781 5782 5783 5784 5785 5786 5787 5788 5789 57905791 5792 5793 5794 5795 5796 5797 5798 5799 58005801 5802 5803 5804 5805 5806 5807 5808 5809 5810 5813 5814 5815 5816 5817 5818 5895 5896 5897 5898 5899 5900 5901 5907 5908 5910 5911 5912 5913 5915 5916 59175918 5919 5922 5931 5932 5933 5934 59355936 5937 5938 5939 5940 5941 5942 59435944 5945 5946 5947 5948 5949 5950 5951 5952 5953 5956 59575958 5961 5962 5963 5964 59655966 5972 5978 5979 5980 5981 5982 5983 5984 5987 5993 5997 5998 5999 6000 6001 6002 6003 6004 6009 6010 6011 6012 6013 6014 6015 6016 6017 6018 6019 6020 6021 6022 6023 6024 6025 6026 6027 6028 6029 6030 6031 6032 6033 6034 6035 6036 6037 6038 6039 6040 6041 6042 6043 6044 6045 6046 6047 6048 6056 60716072 6073 6075 6076 6230 6306 63616362 6363 6364 6367 6368 6369 6375 6376 6377 6379 6380 6381 6384 6387 6389 6390 6391 6392 6393 6394 63966397 6398 6399 6400 6401 6402 6403 6404 6405 6406 6407 64086409 6410 6411 6412 6413 6414 6415 6416 6417 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7260 7261 7262 7263 7264 7265 7266 7267 7268 7269 7270 7271 7272 7273 7274 7275 7276 7277 7278 7279 7280 7281 7282 7283 7284 7285 7286 7287 7288 7289 7290 7291 72927293 7294 72957296 7298 7299 7300 7301 7302 7303 7304 7305 7306 7307 7309 7310 7311 7312 7313 7314 7315 7316 7317 7318 7319 7320 7321 732273237324 7325 73267327 7328 7329 7330 7331 7332 7334 7338 7344 7349 7350 7351 7353 7354 7355 73567357 7358 7472 7475 7476 7477 7481 7482 7483 7501 7502 75037504 7505 7506 750775087509 7510 7511 75127513 7514 7515 7516 7517 7518 7519 7520 7521 7555 7556 7557 7558 75597560 7561 7562 7563 7564 7565 7570 7573 7576 7577 7578 7579 7580 7581 7582 7589 75907591 7592 7593 7594 7597 7598 7599 7600 7601 7602 7603 7605 7606 7610 76117612 7613 7614 7616 7619 7621 7622 7624 7625 7626 7627 7628 7629 7630 7631 7632 7633 7634 7635 7638 7639 7640 7644 7645 7646 7647 7648 7653 76617662 7663 7668 7669 7670 7671 7672 7673 7674 76757676 7677 7678 7679 7680 7681 7682 7683 7692 7695 7703 7706 7708 7709 7710 7711 7712 7713 7714 7715 7716 7717 7718 7719 7720 7721 7722 7723 7726 7727 77287730 7732 7733 77347735 7736 7737 7738 773977407741 7742 7743 7744 7745 7746 7747 7748 7749 7750 7751 7752 7753 7755 77567757 4955 4956 4957 4958 4959 4960 4961 4962 4963 4964 4969 49704971 4972 4973 4974 4975 4976 4980 4981 4982 4983 4984 4985 4986 4987 4988 4989 4990 4991 4992 4993 4994 4995 49964997 4998 4999 5000 5001 5002 5003 5004 5005 5006 5007 5008 5009 5010 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5025 5026 5027 5028 5029 5030 5031 5032 5033 5034 5035 5036 7788 7789 7790 7791 7792 7793 7794 7767 7768 7769 7770 7771 7772 7773 7774 7775 7776 7784 7785 7786 7787 7760 7761 77627763 7764 7765 7766 E M A I L E PROPANE TANK SS ROCK FLAG WELL 2 3 6 O H P O H P O H P O H P O H P O H P OH P OH P 13003 938.75 13002 WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 >>>>>>>>>> >> >>>>> > > > > > > > > > > > >>>>>>> > > > > > > > > > >>>>> > > > > > >>>>>>>>>>>>> > > > >l>llll l >>ll>>l>>l>>l>>l>>l>>l>lll>ll>>ll>lllllllllll>>>>>>>>>>llllll l l l l l llllllllll l l l lllllllllllllllllllllllllll> >llll> >ll>> >>l l>>l l l l>>l>>l>l>ll>ll>>l >>l >>ll>>l >l >>ll>>ll>>ll>>lll>>ll>>ll>ll>lll>>l>>>>l l>>>>ll>>l>>l>>l>>>ll>ll>ll>ll>l >>l l >>l l >>l l >l>l>l>l>>l l >>l l > >l l >l>>>>llll>>> > > l l l l > >l l l l l >>>>ll>>>ll>>>>llll l l lll l l l llll>lllll l l lllllllllllllllllllllllSSSSCONTROL >> >> >>>>>> >> >>>>>>>>>>>>>>>>>>>>S SCONTROL>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SS >>>>>>>>>>>>>>>>> > > > >>>>>>>>>>>> > >>>>>> 8" WM 8" W M 12" WM12" WM12 " W M 8" W M 8 " WM PX PX PX PX PX PX PX PX PX PX 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F1 12.1473.06120.00 76.70L =6 5 .5 340.52L=5.67 120.00 55.0055.00120.00 55.0055.00120.00 55.0055.001 4 4 . 9 5 30.5144.06L=108.07L=1.691 3 2 . 5 0 92.12L=2 0 .8 5 L =6 1 .3 7 132.50 146.40L=47.33132.50146.40 L =47.33133.2412.75 135. 1 7 L=47.33 13 0 . 8 018.46136.85 12.16 L=5 2 .8 2 138. 1 8102.13L=54.93L=15.53132. 5 057.56L=0.57L=54.37129.1179.52L=50.3478.99L=50.31120.00 55.00L=0.8854.12120.00 55.0055.00120.00 55.0055.00120.00 56.51114.086.16L=131.70 L =4 8 .6 179.46309.251700.51 8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 8.0'20.0'8.0'20.0'SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/14/2023 - 11:57amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC401.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C4.04 SANITARY SEWER AND WATERMAIN PLANTNA CWM CWM XM KS KS N 4" SAN SERVICE (TYP.) 1" WATER SERVICE & CURB BOX (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) 4" SAN SERVICE (TYP.)4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) 1" WATER SERVICE & CURB BOX (TYP.) SEE SHEET C4.02 SEE SHEET C4.05FLOODPLAIN BOUNDARY ELEV = 938.5 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) MAP KEY 12" WM STUB 10" SAN. SEWER STUB INV. 934.50 PROP. PHASE 3 PROP. PHASE 3 EX. PHASE 2 EX. PHASE 2 EX. PHASE 2 EX PHASE 1 DEVELOPMENT WALNUT L N 79TH PLXYLOID AVEX Y L O I D A V E12" WM 8" WM 4" SAN SERVICE (TYP.) 1" WATER SERVICE & CURB BOX (TYP.) 1" WATER SERVICE & CURB BOX (TYP.) NOTE: INSTALL ALL WATER MAIN SERVICES ON THE UPSTREAM SIDE OF THE SANITARY SEWER SERVICES 5 6 7 4 6 7 8 1 9 2 10 3 11 4 12 5 6 7 8 1 9 8 7 6 5 4 3 2 12 1 2 3 16 17 18 19 12 13 14 15 16 2 4291 4293 4295 4296 4300 4304 4305 4306 4307 4361 4367 4797 4802 48034804 4866 4945 5142 5180 5242 5245 5247 5421 5434 5611 5612 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5755 5756 5757 5758 5759 5760 5761 5762 5763 5764 5765 5766 5767 5768 5769 57705771 5772 5773 5774 5775 5776 5777 5811 5812 5819 5820 5821 5822 5823 5824 5825 5826 5837 5838 5841 5842 5854 5857 5858 5859 5860 5909 5920 5921 5923 5924 5925 5926 5927 5928 5929 5930 5954 5955 5959 5960 5967 59695970 1861 1862 1863 1864 1865 1866 1867 1868 1869 1870 1871 1872 1873 1874 1875 1876 1877 1878 1879 1880 1882 1883 1884 18851886 1887 1888 1889 1890 1891 1892 1893 1894 1895 1896 1897 1898 1899 1900 1901 1902 1903 1904 1905 1906 1907 1908 1909 1910 1911 1912 1913 1914 1915 1916 1917 1918 1919 1920 1921 1923 1924 1946 1947 1948 1949 1950 1951 1952 1953 1956 1957 1961 2021 2022 2023 2024 2025 2028 2170 2171 2182 2187 2192 23192320 23232325 2326 2327 2328 2329 2340 23452346 2350 2362 2388 2392 2394 2395 2414 2418 2421 2442 2480 2372 3809 4092 4440 44414442 4491 46404641 5037 5038 5039 5040 5041 5042 5043 5044 5045 5046 5047 5048 5049 5050 5051 5052 5053 5054 5055 5056 5057 5058 5059 5061 5063 5064 50665067 5069 5070 5071 5072 5091 50925096 5244 5246 5264 5266 5267 5269 5270 5271 52725273 5274 5275 5276 5277 5278 5279 5280 5281 5282 5283 5284 5285 5286 5287 5288 5290 5332 5339 5341 5342 5343 5344 5346 5351 5353 5354 5355 5356 5357 5358 5359 5360 5361 5362 5363 5364 5365 5366 5367 5368 5369 5375 5394 5395 5415 5417 5418 5419 5420 5422 5423 5424 5425 5426 5433 5552 5553 5554 5555 5556 5557 5558 5559 5560 5561 5562 5563 5564 5565 5566 5567 5568 5569 5570 5571 5572 5573 5574 5575 5576 5577 5578 5579 5580 5581 5582 5583 5584 5586 5613 5614 5615 5620 5621 5622 5623 5624 5625 5626 5627 5628 5629 5630 5631 56325633 5634 5635 56375638 5639 5640 5641 5642 564356445645 5646 5647 5648 5649 5650 5651 5652 5653 5654 5655 5656 5657 5658 5659 5660 5661 5662 5663 5664 5665 5666 5667 5668 5669 5670 5671 5672 5673 5674 5675 5676 5677 5678 5679 5680 5681 5682 5683 5684 5685 5686 5689 5690 5691 5696 5718 5740 5741 5742 5743 5744 5745 5746 5747 5748 5749 5750 5751 5752 5753 5754 5778 5779 5780 5781 5782 5783 5784 5785 5786 5787 5788 5789 57905791 5792 5793 5794 5795 5796 5797 5798 5799 58005801 5802 5803 5804 5805 5806 5807 5808 5809 5810 5813 5814 5815 5816 5817 5818 5895 5896 5897 5898 5899 5900 5901 5907 5908 5910 5911 5912 5913 5915 5916 59175918 5919 5922 5931 5932 5933 5934 59355936 5937 5938 5939 5940 5941 5942 59435944 5945 5946 5947 5948 5949 5950 5951 5952 5953 5956 59575958 5961 5962 5963 5964 59655966 5972 5978 5979 5980 5981 5982 5983 5984 5987 5993 5997 5998 5999 6000 6001 6002 6003 6004 6009 6010 6011 6012 6013 6014 6015 6016 6017 6018 6019 6020 6021 6022 6023 6024 6025 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>>lllllllll>>>>>>>>ll>>llllllllllllllll>>>>>>>>>>>>>l llllSSSCONTROL >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >>>>S SCONTROL>> >> >>>>>>>>>>>>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SS SSSSSS SS SS SS SS SS SS SS SS SSSS SS >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>8" WM8" WM8" W M 8 " WM8" WM8" WM8" WMPX PX PX 22 23 24 25 26 27 28 1 2 3 4 F4 125.00 0125.00 62.00L=18.2443.77124.80 57.00L=57.00121.96 57.00L=57.08L=29.55134.06 98.17L=18.82120.0033.02 55. 0 0 3 3 . 0 2 119.73L=40.54 1 2 0 . 0 038.4065.00 38.40 L =4 7 .3 3 120.0033.0255.0033.02L=40.51120.0042.2260.9538.40L=47.33156.6774.21 L =58.49 L=2 7 .22120.0055.36103.11L=13.412.98SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 2:01pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC401.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C4.05 SANITARY SEWER AND WATERMAIN PLANTNA CWM CWM XM KS KS N EX 4" SAN SERVICE (TYP.) EX 1" WATER SERVICE & CURB BOX (TYP.) EX HYD. & GATE VALVE (TYP.) EX 4" SAN SERVICE (TYP.) EX HYD. & GATE VALVE (TYP.) EX HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) 4" SAN SERVICE (TYP.) HYD. & GATE VALVE (TYP.) 4" SAN SERVICE (TYP.) 1" WATER SERVICE & CURB BOX (TYP.) EX 1" WATER SERVICE & CURB BOX (TYP.) SEE SHEET C4.03SEE SHEET C4.04FLOODPLAIN BOUNDARY ELEV = 938.5 WETLAND (TYP) MAP KEY EX 6" PVC SANITARY FORCE MAIN FUTURE 15" SANITARY SEWER EX PHASE 1 DEVELOPMENT EX. PHASE 2 PROP. FUTURE PHASE EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX. PHASE 2WA L N U T L N 80TH AVEPROP. PHASE 3 79TH AVE1" WATER SERVICE & CURB BOX (TYP.) NOTE: INSTALL ALL WATER MAIN SERVICES ON THE UPSTREAM SIDE OF THE SANITARY SEWER SERVICES llSSSSSSSSSSSSSSSS SSSSSS SS SS SSSS SS SS SS SSSS SS SS SS SS SS SSSS SS SS SS SS SS SS SS SS SSSS SS SS SS SS SS SS SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS>>>>>>>>>> > > >>> >>>>>> >>>>>>>>>>>>>>> >> > > >>> >>> >> >>>>>>>> >>>FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMl lllllllllllllll l l l llllllll l l l l l llllll llll l llllll>l> l >>>l >l >l >l>ll l l SSSSSS SS SSlll >>l l l l l l l lllllllllSSSS>SS >>llSS ll llllll>>S S S S SS SCONTROL> >>>>>>>>>>>> >>>> > > > > >>>SS SSSCONTROL >> >> >> >> >> >> >>>>>>>>>>>>>>>>SS SCONTROL>> S SCONTROL>>>>>>>>>>S>>>>>>>>>>S>>>>>>>>>>>>S>>>>>>>>>>>> 4291 4293 4295 4296 4300 4304 4305 43064307 4361 4367 4797 4802 48034804 4866 4945 5142 5180 5242 5245 5247 5421 5434 5435 5436 5503 5507 5595 5599 5607 5611 5612 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5755 5756 5757 5758 5759 5760 5761 5762 5763 5764 5765 5766 5767 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7788 7813 778977907791 7792 77937794 7795 7796 77977798 7799 7800 7801 7802780378047805 7806 7807 78087809 78107811 7812 7814 781578167817 78187819 7820 7821 7822 78237824 7825 7826 7827 7829 7830 78317832 7767 7768 7769 7770 7771 7772 7773 7774 77757776 7784 7785 7786 7787 7828 7929 7930 7931 7933 7934 7935 7936 7937 7938 7939 7946 7947794879497950 7951 7952 79537954 79557956 79577958 7959 7960 7961 79627963 7964 7965 7966 79677968 7969 7970 7971 7972 7973 7974 7975 79787979 7980 7981 7982 7983 7984 7985 7986 7987 7989 7990 7991 7992 7993 7994 79957996 7997 7998 7999 8000 8001 8002 8003 80048005 8006 8007 8008 8009 8010 8011 8012 8013 80148015 8016 8017 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 77647765 7766 E E E CE E E M A I L C E E M A I L E E E PROPANE TANK SS ROCK FLAG WELL E E E EC E E EE E E E EC E E EE E E E ECHCE E E E EC E E E E E E E E EOHPOHPOHPOHPOHPOHP FO - C FO - C FO - C FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C UNDERGROUNDGAS MAIN SIGNND UNDERGROUNDGAS MAIN SIGNND >>>>>>>>>>>>>>>>MAILE E E E E C E E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OH P OH P OH P OH P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP CTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BPROPANE TANK 13003 938.75 13002 SS FM F M FMFMFMlll>>>>> >XXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 3 WETLAND 4 WETLAND 11 DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) EX. CULVERT DRAIN TILE (TYP.) DRAIN TILE (TYP.) PX PX PX PX PX PX PX PX PX 1 23 4 7 8 5 6 9101112 13141516 20191817 3 2 1 654 987 4 1 2 3 65 5 1 210 21 1 6 5 4 3 2 10 2 98765 4 11 3 1 5 6 7 1 2 3 4 6 7 8 1 9 2 10 3 11 4 12 5 4 3 6 7 8 1 9 8 7 6 5 4 3 2 1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 164 1 2 3 4 5 6 7 8 9 10 11 12 13 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 3 4 5 6 7 8 9 10 11 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 8 12 2 7 9 4 0 940 9409 4 0 940 9 4 0 940 9409409 4 0 950950950950 950 950950950960 960960 960 9609 7 097094 0 94 0940940 940 9409409409 4 0940 940940 9409509 5 0950 950 9609 6 0 9 6 0 9 6 0 970970WAL N U T L N WALNUT L N WALNUT LNWALNUT LNWALNUT LN X Y L O I D A V E X Y L O I D A V E 79TH AVE 79TH P L A C E 79 T H A V E 79TH AVE7 8 T H P L A C E 80TH AVECO U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 PX PX PX PX PX PX PX PX PX F1 F2 F3 F4 DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP)XYLOID AVEDRAINAGE BOUNDARY (TYP) SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/14/2023 - 12:04pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC500.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193805500PUDXBRD, Drainage areas, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C5.00 OVERALL STORM SEWER PLANTNA CWM CWM XM KS KS N SHORELAND DISTRICT BOUNDARY WETLAND (TYP) NOTE: 2' CONTOURS SHOWN EX PHASE 2 DEVELOPMENT EX PHASE 2 DEVELOPMENT EX PHASE 2 DEVELOPMENT PROP. PHASE 3 DEVELOPMENT FUTURE PHASES DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT >>>>>>>>>>S S S SCONTROL>>> > > > > >>>>>>>> > > > > > > > > >>>>>>>> > >>>> >>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> E E E E E E C E E CC CCCCC C H OHPOHPOHPOHP F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO- C FO- C FO- C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G- C G- C E E E E 13 14 OHP OHP OHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > >XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>>>7 8 5 6 9 10 11 12 13 14 15 16 20191817 9 8 7 1 21 10 11 13 14 15 16 9 10 11 8 12l SS SS SS SSSSSSSS SS >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l>>ll>>l>>ll>>llll>>ll>>ll>>>>llll>>lll>>lll>>>>lllll>>>>lll>>llllll>>lll>>>l>>>>lll>>>>ll>>l>>>>l l >>l l l l >> l l l l llllllSS SS SS l l l l l l l l ll lllllllll15 1 ' - 1 2 " S T R M @ 0 . 5 0 % 1 6 0 ' - 1 2 " S T R M @ 1 . 6 6%124'-15" STRM@ 1.00%2 6 7 ' - 2 4 " S T R M @ 0 . 7 0%28'-27" STRM@ 0.50 %66'-30" STRM@ 0.50 %92'-30" STRM@ 0.50%14'-36" STRM @ 1.71% 41'-30" STRM @ 1.20% @ 1.09% 27'-30" STRM @ 0.70% 113'-30" STRM @ 0.50% 70'-15" STRM @ 1.00% 28'-15" STRM @ 1.00% 37'-36" STRM @ -0.88% 85'- 1 2 " S T R M @ 0. 5 0 %77'-36" STRM@ 1.01%30'-12" STRM @ 1.00 % CBMH B18 RIM 962.20 INV 950.23 30" SW INV 950.23 30" N CBMH B15 RIM 965.60 INV 951.20 24" NW INV 955.16 15" SW INV 950.95 27" NE CBMH B17 RIM 965.59 INV 950.81 27" SW INV 950.56 30" NE AD A9A RIM 964.35 INV 960.42 12" NW AD B16 RIM 964.33 INV 958.61 12" NW INV 957.31 12" SE INV 956.65 12" SW INV 956.40 15" NE AD B16B RIM 964.33 INV 958.06 12" SE INV 958.06 12" NW AD B16A RIM 964.33 INV 961.26 12" SE AD B19 RIM 962.69 INV 949.77 30" S INV 957.95 12" NW INV 949.77 30" E AD B16C RIM 961.66 INV 958.49 12" NW CBMH E12 RIM 961.59 INV 957.02 15" E INV 958.76 4" SW INV 957.02 15" S INV 957.02 15" N CB E11 RIM 961.59 INV 958.76 4" SE INV 957.30 15" W INV 956.53 12" N MH E4 RIM 959.99 INV 947.70 30" W INV 947.70 30" E INV 952.11 12" N INV 951.91 15" WINV 945.49 36" NEINV 945.74 36" N AD D17B RIM 954.19 INV 946.24 36" S INV 946.24 36" N MH D18 RIM 953.64 INV 947.02 36" W INV 951.28 12" E INV 947.02 36" N OCS P9 RIM 953.30 INV 944.20 36" W INV 947.25 36" E FES E5 RIM 950.07 INV 947.20 30" W FES P9 RIM 947.29 INV 943.88 36" E CB E14 RIM 962.61 INV 959.78 4" S INV 958.21 15" NW 31'- 1 5 " S T R M @ 1. 0 0 % CBMH E13 RIM 962.48 INV 957.91 15" SE INV 959.65 4" SW INV 958.16 12" SW INV 957.91 15" N F3 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 2:07pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC501.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193805500PUDXBRD, Drainage areas, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNW, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C5.01 STORM SEWER PLANTNA CWM CWM XM KS KS N SEE SHEET C5.03 SHORELAND DISTRICT BOUNDARY SEE SHEET C5.02 MAP KEY DRAINAGE BOUNDARY (TYP) EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 1 DEVELOPMENT X Y L O I D A V E 78TH PLEX. PHASE 2 DEVELOPMENT C O U N T Y R O A D 1 0 >>S > > > > > > > > > > > > > >>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>> >>>> > > > > > > > > > > >>>>>>>> > > > > > > > >>>> S >> >> >> >>>>>> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> > > >> >> C E E E M A I L C E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C 5 8 O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P PX PX PX 1 2 3 4 7 8 5 6 9 10 11 12 3 2 1 6 5 4 9 8 7 4 1 2 3 65 5 2 10 1 6 5 4 3 2 10 2 987 6 5 4 11 3 1 4 3 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13 5 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 1 2 3 4 5 6 7 8 9 10 11 8llllll SSSSSS SSSSSSSSSS SS SSSSSS SS SS SSSS SS SS SS SS SS >>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > >>>>>> > > > > > >>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>> > > > > > > > >> > > >ll>>>>llll>>>>llll>>>ll>>l>>ll>>ll>>l>>l>>l>>l >>l > > l > > l > > l >l>ll>ll>ll>ll>ll> >ll>>llll>>l>l>l>>ll>l>>ll>>l>>ll>>ll>>llll>>ll>>ll>>>>llll>>ll>ll> > > > >>>>ll>>>>l>>ll>>>>lllll>>>>llll>>ll>>ll>>>>llll>>lllllllllllllllllll>>l>>>>l l>>l > > l > >ll>>llll>ll>ll>l>l>>>llll>>>>ll>>llllllll>>>>>>>lllllllllllllll l l l l ll>>>llll>>ll>llll>> >lll>SSllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l lllllllllll88'-12" STRM @ 0.50% 10 3 ' - 1 2 " S T R M @ 0 . 5 0 % 15 9 ' - 1 2 " S T R M @ 0 . 5 0 % 31'-15" STRM @ 0.50% 5 4 ' - 1 5 " S T R M @ 0 . 8 8%30'-12" STRM@ 2.46%1 4 3 ' - 1 2 " S T RM@ 2 . 5 0%127'-21" STRM @ 0.30 % 36'-12" STRM @ 1.00% 32'-12" STRM @ 2.00% 27'-12" STRM @ 2.00% 6 7 ' - 2 4 " S TRM@ 0 . 3 0% 30'-15" STRM @ 2.52% 41'-15" STRM @ 2.27%30'-15" STRM@ 2.34%122'-15" STRM @ 2.30%134'-15" STRM @ 2.26 % 2 9 ' - 1 5 " S T R M@ 1 . 0 0% 1 4 5 ' - 2 4 " S T RM@ 0 . 5 0% 2 6 7 ' - 2 4 " S T R M @ 0 . 7 0%28'-27" STRM@ 0.50 %66'-30" STRM@ 0.50 %92'-30" STRM@ 0.50%95 ' - 1 2 " S T R M @ 1 . 0 0 % 1 0 5 ' - 1 2 " S T R M@ 0 . 8 0% 113'-30" STRM @ 0.50% 9 7 ' - 1 2 " S T R M@ 0 . 5 0% 81'-12" S T R M @ 2.00% 120'-12" S T R M @ 2.00%59'-12" STRM @ 2.00 %57'-12" STRM@ 0.49%140'-15" S T R M @ 0.38% 181'-15" S T R M @ 0.51% 2 8 ' - 1 5 " S T RM@ 1 . 0 7%157'-18" STRM@ 0.50%90'-15" STRM @ 0.80% 85'-15" S T R M @ 1.30 %29'-12" STRM@ 1.27%81'-15" STRM@ 1.29 % 2 5 2 ' - 2 4 " S T R M@ 0 . 8 0% 17 1 ' - 2 4 " S T R M @ 0 . 8 0 %72'-15" STRM@ 1.31%30'- 1 5 " S T R M @ 0 . 5 1 %55'-18" STRM@ 1.00%1 0 5 ' - 1 5 " S T R M@ 0 . 5 0% 8 7 ' - 1 5 " S T R M@ 0 . 5 0% 1 6 9 ' - 1 2 " S T R M@ 1 . 5 9% 17'-15" STRM @ 2.00%118'-15" STRM @ 2.00 %163'-24" STRM@ 1.45%28'-24" STRM @ 1.45 % 1 7 9 ' - 2 4 " S T R M@ 1 . 5 0% 43'-12" STR M @ 1.01% 37'-12" STRM @ 0.51% 101'-12" STRM @ 2.50% 121'-12" STRM @ 2.50% 1 7 5 ' - 1 2 " S T R M@ 0 . 7 0% 1 7 5 ' - 1 2 " S T R M@ 1 . 0 0% 75'-15" S T R M @ 0.72% CBMH A2 RIM 969.47 INV 964.89 15" SE INV 964.89 15" SW CB A1 RIM 969.59 INV 965.18 15" NW CBMH B18 RIM 962.20 INV 950.23 30" SW INV 950.23 30" N CBMH B17 RIM 965.59 INV 950.81 27" SW INV 950.56 30" NE CBMH B14 RIM 965.21 INV 953.06 24" NW INV 953.06 24" SE AD A9A RIM 964.35 INV 960.42 12" NW AD B11C RIM 964.20 INV 961.02 12" W AD B19B RIM 963.91 INV 959.74 12" SE AD B19A RIM 963.59 INV 958.90 12" NW INV 958.90 12" SE CBMH A4 RIM 963.37 INV 959.06 15" E INV 959.06 15" S AD A6B RIM 963.22 INV 957.65 12" NW INV 957.65 12" SE CBMH A5 RIM 962.98 INV 958.37 15" N INV 958.37 15" S AD B19 RIM 962.69 INV 949.77 30" S INV 957.95 12" NW INV 949.77 30" E AD B11B RIM 962.58 INV 959.41 12" E INV 959.41 12" SW CBMH B12 RIM 962.32 INV 953.79 24" NW INV 956.70 15" NE INV 953.79 24" SE AD A6A RIM 962.27 INV 957.14 12" NW INV 957.14 12" SE CBMH B13 RIM 962.13 INV 957.45 15" N INV 957.45 15" SW CB B8 RIM 962.05 INV 957.78 12" SE AD A6C RIM 961.89 INV 958.58 12" SE CB B10 RIM 961.84 INV 955.29 12" NE INV 955.29 12" SW AD A9 RIM 961.50 INV 956.85 12" SE INV 956.53 12" SW INV 956.53 12" N AD A6 RIM 961.05 INV 956.35 12" NW INV 956.15 15" E AD B11A RIM 960.19 INV 957.02 12" NE INV 957.02 12" SW CBMH A8 RIM 960.10 INV 955.79 12" S INV 955.59 15" NW CBMH A7 RIM 959.86 INV 955.12 15" SE INV 955.99 15" W INV 954.62 21" NE AD B11 RIM 959.00 INV 955.83 12" NE INV 955.83 12" SW MH B9 RIM 961.82 INV 957.42 12" NW INV 954.65 12" NE INV 954.24 21" SW INV 953.99 24" SE CBMH A3 RIM 966.26 INV 961.87 15" NE INV 961.87 15" W CB D7 RIM 967.04 INV 962.97 12" S CBMH D6 RIM 966.93 INV 962.60 12" N INV 962.40 15" SW CBMH B6 RIM 965.81 INV 956.55 24" SE INV 956.55 24" NW CBMH D5 RIM 965.78 INV 961.29 15" NE INV 961.29 15" SW CBMH D4 RIM 964.68 INV 960.24 15" NE INV 960.24 15" SW CB D1 RIM 964.17 INV 959.56 12" E CBMH D3 RIM 963.66 INV 959.30 15" NE INV 959.22 15" NW INV 958.97 18" SW CBMH D2 RIM 963.64 INV 959.37 12" W INV 959.37 15" SE CBMH B7 RIM 963.62 INV 958.42 18" NE INV 957.92 24" NW CB B5 RIM 960.00 INV 957.77 4" SE INV 955.97 12" WCBMH B4 RIM 959.86 INV 955.53 12" E INV 954.53 24" SE INV 956.86 4" S INV 954.53 24" NW AD D10A RIM 959.39 INV 953.03 12" SW INV 953.03 12" NW AD C8C RIM 958.99 INV 955.83 12" W CBMH C9 RIM 957.88 INV 951.68 15" SW INV 951.68 15" E MH B11 RIM 957.78 INV 946.48 15" SW INV 946.48 15" NE CB C11 RIM 957.40 INV 954.72 4" W INV 953.40 15" SE CBMH C10 RIM 957.40 INV 953.10 15" NW INV 954.69 4" S INV 952.60 15" NE CBMH C3 RIM 957.33 INV 954.50 4" SE INV 952.93 15" E INV 952.93 15" W CBMH B2 RIM 956.87 INV 945.36 24" SW INV 953.87 4" N INV 953.87 4" E INV 945.36 24" NE CBMH B3 RIM 956.87 INV 951.86 24" SE INV 946.14 15" SW INV 953.87 4" S INV 953.87 4" W INV 945.77 24" NE AD C8B RIM 956.53 INV 952.81 12" E INV 952.81 12" W AD C8D RIM 956.52 INV 950.56 15" W INV 950.56 15" E AD C8A RIM 954.57 INV 951.10 15" E AD C8 RIM 954.50 INV 950.03 15" W INV 950.28 12" E INV 950.03 18" N CBMH D10 RIM 954.29 INV 950.34 12" SE INV 948.84 15" NW INV 948.84 15" NE AD D10C RIM 953.92 INV 949.80 15" SE AD D10B RIM 952.57 INV 949.27 15" NW INV 949.27 15" SE SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 2:07pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC501.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193805500PUDXBRD, Drainage areas, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNW, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C5.02 STORM SEWER PLANTNA CWM CWM XM KS KS N SEE SHEET C5.04 SEE SHEET C5.03SEE SHEET C5.01 SHORELAND DISTRICT BOUNDARY MAP KEY DRAINAGE BOUNDARY (TYP) X Y L O I D A V E 7 8 T H P L WALNUT LA N E X Y L O I D A V E 79TH AVE79TH PL79TH PL C O U N T Y R O A D 1 0 EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT S S S SS SCONTROL>>>>>>>>> > > > > >>>>>>>> > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 1405 1406 1411 1425 1588 15891590 1642 1646 1664 16651668 1669 1670 1671 2956 2957 3479 3480 3481 3482 3483 3485 1793 1832 1841 2937 2976 3299 3319 3603 3605 3651 3661 3681 2906 2907 2909 2910 29112912 29132914 2915 2916 2917 2918 29192920 2921 2922 2923 2924 2925 2926 2927 2928 2929 2930 2931 2932 2933 29342935 2936 2938 29392940 2941 2942 2943 2944 2945 2946 2947 2948 2949 2950 2951 2952 2953 2954 2955 2958 2963 2966 2967 29682969 2970 2971 2972 2973 2974 2975 3053 3056 3057 3059 3060 3061 3087 3088 3089 3090 3091 3092 3094 3234 3238 3239 3275 3283 3284 3285 3287 3288 3289 3290 3291 3292 3293 3294 3295 3296 3297 3300 3301 3302 3305 3306 3307 3308 3309 3310 33113312 33133314 331533163317 3318 3320 3321 3347 3489 3550 35543555 3556 3557 3558 3559 3560 3561 3562 3563 3566 3567 3571 3572 3573 3574 3575 3576 3577 3578 3579 3580 3581 3582 3583 3584 3585 3586 3587 3588 3589 3590 3591 3592 3593 3594 3595 3596 3597 3598 3599 3600 3601 3602 3604 3606 3607 3608 3609 36103611 3612 3613 3614 3617 3629 3630 3631 3632 3633 3634 3635 3636 36373638 3639 3640 3641 3642 3643 3646 3647 3648 3649 3650 36523653 3654 3655 3656 3657 3658 3659 3660 36623663 366436653666 3667 3668 3669 3670 3671 3672 367336743675 3676 36773678 3679 3680 3682 3683 3684 3685 3686 3687 3688 3689 3690 3691 36923693 36943695 36963697 3698 3699 3700 3701 3702 3703 3704 37053706 3707 3708 3709 3710 3711 3712 37133714 3715 3716 3717 3718 3719 3720 3721 3722 3723 3724 37253726 3727 3728 3729 3730 3731 3732 3733 3734 3735 3736 3737 3738 3739 3740 3741 3742 37433744 3745 3746 3747 3748 3749 37503751 3752 3753 3754 3755 3756 3757 3758 3759 3760 3761 3762 3763 3764 3765 3766 1697 1698 1699 1700 1701 1546 1548 1549 1550 1551 1556 1557 1558 1559 1560 1561 1562 1563 1564 1565 1566 1567 1568 1569 1570 1571 1573 1574 1577 1591 1592 1593 1594 1595 15961597 1598 1599 1600 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 1617 1618 1619 1620 1621 1622 1623 16241625 1626 1627 1628 1629 1630 1631 1632 1633 1634 16351636 1637 1638 1640 1643 1644 1645 1647 1648 1649 1650 1651 1652 1653 1654 1655 1656 1657 1658 1659 1660 1661 1673 1674 1675 1676 1677 1678 1679 1680 1681 1682 1683 1684 1685 1686 1687 1688 1689 1690 1691 1692 1693 1694 1695 1696 1702 1703 1704 1705 1706 1707 1713 1714 1715 17161717 1718 1719 1720 1721 1722 1724 1728 17351736 1737 1738 1739 1740 1741 1742 1744 1745 1784 1785 1786 1787 1788 1789 1790 1791 1792 1794 1795 1796 1797 1798 1799 1800 1801 1804 1805 1806 1807 1808 1809 1708 1709 1710 1711 1712 1810 1811 1812 1813 1814 1815 1816 1817 1818 1819 18201821 1822 1823 1824 1825 1826 1827 1828 1829 1830 1831 1833 1834 1835 1836 1837 1838 18391840 18421843 1844 1845 1850 1851 18521853 1854 1855 1856 9 10 11 FM FM FM F M F M F MXXXXXXXXXXXXXXXXXX X>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WETLAND 3 DRAINAGE BOUNDARY (TYP) PX 11 12 6 5 4 9 8 7 65 1098 11 1 2 3 4 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 13 14 15 1 2 3 4 5 6 7 8 9 10 11 8 12 7SS SSSSSSSSSSSSSS SS SS SS SS >>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>> >> > > > > > > > > > > > > >> > >>>FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM>>l>>ll>>ll>>l>l>lll>>ll>>l>lll>>ll>>>>llll>>lll>>l>>>>>>llll>>>>ll>>>>ll>>l>>>>l l >>l l l l >>>>lll>>>>ll>>>>ll>>>>l>>ll>>>>lllll>>>>llll>>ll>>ll>>>>llll>>lllllllllllllllllllll>>>>>lll >l>l>>ll>>ll>>ll>>ll>>ll>l>l>>ll>>ll>>ll>>ll>l >l> l >>ll>>lll >ll>>>l >l >l >l>>l>>l>>l >>l >ll>>l>ll>ll>>ll>ll>>ll>ll>>l>>l>l>>l>>lSSSS SS SS l l l l l l l l l l l llllllllllllllllll134'-15" STRM @ 2.26 % 2 9 ' - 1 5 " S T R M@ 1 . 0 0% 2 6 7 ' - 2 4 " S T R M @ 0 . 7 0%28'-27" STRM@ 0.50 %66'-30" STRM@ 0.50 %92'-30" STRM@ 0.50%95 ' - 1 2 " S T R M @ 1 . 0 0 % 1 0 5 ' - 1 2 " S T R M@ 0 . 8 0%32'-12" STRM@ 1.01%1 7 2 ' - 1 5 " S T R M @ 3 . 3 1% 98' - 1 8 " S T R M @ 1 . 8 9 %28'-15" STRM@ 1.00%135'-36" STRM@ 0.27%50'-36" STRM @ 0.27% 88'-15" S T R M @ 0.64 % 112'-15" STRM @ 0.82%28'-12" STRM@ 0.50%50'-36" STRM@ 1.01%14'-36" STRM @ 1.71%136'-24" STRM@ 0.40%47'-24" STRM@ 0.64%41'-30" STRM @ 1.20% 109'-30" STRM @ 1.09% 27'-30" STRM @ 0.70% 28'-30" STRM @ 0.50% 113'-30" STRM @ 0.50% 70'-15" STRM @ 1.00% 28'-15" STRM @ 1.00% 37'-36" STRM @ -0.88%25'-36" STRM@ 1.00%77'-36" STRM@ 1.01%81'-12" S T R M @ 2.00%28'-12" STRM @ 1.00 %130' -18 " STRM@ 1 .60%118'-24" STRM@ 1.46%90'-15" STRM @ 0.80% 121'-12" STRM @ 2.50% 35'-15" STRM @ 2.00% 38'-15" STRM @ 2.00%29'-15" STRM@ 1.75%CBMH A2 RIM 969.47 INV 964.89 15" SE INV 964.89 15" SW CB A1 RIM 969.59 INV 965.18 15" NW CBMH B18 RIM 962.20 INV 950.23 30" SW INV 950.23 30" N CBMH B17 RIM 965.59 INV 950.81 27" SW INV 950.56 30" NE AD B11C RIM 964.20 INV 961.02 12" W AD B19B RIM 963.91 INV 959.74 12" SE AD B19A RIM 963.59 INV 958.90 12" NW INV 958.90 12" SE AD B19 RIM 962.69 INV 949.77 30" S INV 957.95 12" NW INV 949.77 30" E MH E3 RIM 962.34 INV 948.88 30" W INV 948.88 30" E CB D8 RIM 962.03 INV 957.08 12" S CBMH E12 RIM 961.59 INV 957.02 15" E INV 958.76 4" SW INV 957.02 15" S INV 957.02 15" N CB E11 RIM 961.59 INV 958.76 4" SE INV 957.30 15" W CBMH D9 RIM 961.50 INV 956.76 12" N INV 956.56 15" SE CBMH E2 RIM 961.08 INV 949.07 30" W INV 958.20 4" NE INV 949.07 30" E CBMH E1 RIM 961.13 INV 949.21 30" W INV 956.32 15" S INV 958.20 4" NW INV 949.21 30" E MH E4 RIM 959.99 INV 947.70 30" W INV 947.70 30" E CBMH D25 RIM 956.19 INV 952.11 12" N INV 951.91 15" W CB D24 RIM 956.19 INV 952.25 12" S MH D13 RIM 956.12 INV 947.44 24" NE INV 947.55 24" S CBMH D12 RIM 955.49 INV 950.88 15" NW INV 948.38 18" SE INV 947.98 24" SW MH D17 RIM 954.69 INV 945.49 36" S INV 945.49 36" NE MH D16 RIM 954.59 INV 945.36 36" SW INV 945.36 36" NE CBMH D26 RIM 954.56 INV 950.99 15" E INV 950.99 15" W AD D17A RIM 954.20 INV 945.74 36" S INV 945.74 36" N AD D17B RIM 954.19 INV 946.24 36" S INV 946.24 36" N CBMH D11 RIM 954.00 INV 948.97 15" NE INV 950.43 15" E INV 950.23 18" NW CB D10 RIM 954.00 INV 949.25 15" SW MH D18 RIM 953.64 INV 947.02 36" W INV 951.28 12" E INV 947.02 36" N OCS P9 RIM 953.30 INV 944.20 36" W INV 947.25 36" E FES E5 RIM 950.07 INV 947.20 30" W FES D14 RIM 949.62 INV 947.25 24" N FES D15 RIM 948.41 INV 945.00 36" SW FES P9 RIM 947.29 INV 943.88 36" E CBMH D35 RIM 952.74 INV 948.40 12" SW INV 948.00 18" NW CB D36 RIM 952.74 INV 948.68 12" NE CBMH D37 RIM 950.76 INV 945.92 18" SE INV 945.92 24" N INV 943.00 18" N AD C8C RIM 958.99 INV 955.83 12" W AD C8B RIM 956.53 INV 952.81 12" E INV 952.81 12" W CB A20 RIM 962.27 INV 956.79 15" NW CBMH A21 RIM 961.52 INV 956.10 15" SE INV 956.10 15" NW CBMH A22 RIM 959.67 INV 955.35 15" SE INV 955.35 15" N CBMH A23 RIM 959.55 INV 954.83 15" S INV 954.83 15" NE CB E14 31'- 1 5 " S T R M @ 1. 0 0 % CBMH E13 RIM 962.48 INV 957.91 15" SE INV 959.65 4" SW INV 958.16 12" SW INV 957.91 15" N PX PX PX PX PX F2 F3 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 2:07pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC501.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193805500PUDXBRD, Drainage areas, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNW, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C5.03 STORM SEWER PLANTNA CWM CWM XM KS KS NSEE SHEET C5.02SEE SHEET C5.01 SEE SHEET C5.05 WETLAND (TYP) MAP KEY DRAINAGE BOUNDARY (TYP)SEE SHEET C2.05EX. PHASE 2 EX PHASE 2 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE EX PH A S E 1 D E V EL O P M E N T EX PHASE 1 DEVELOPMENT X Y L O I D A V E 7 8 T H P L WALNUT LANE79TH AVE 7 9 T H A V E 79TH AVEPROP. FUTURE PHASE PROP. FUTURE PHASE EX. PHASE 2 WETLAND BUFFER (TYP) EX. PHASE 2 DEVELOPMENT SSSSCONTROL >> >> >>>>>> >> >>>>>>>>>>>>>>>>>>>>S SCONTROL>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>> 5421 5434 5435 5436 5503 5507 5595 5599 5607 5611 5612 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5755 5756 5757 5758 5759 5760 5761 5762 5763 5764 5765 5766 5767 5768 5769 57705771 5772 5773 5774 5775 5776 5777 5811 5812 5819 5820 5821 5822 5823 5824 5825 5826 5837 5838 5841 5842 5854 5857 5858 5859 5860 5909 5920 5921 5923 5924 5925 5926 5927 5928 5929 5930 5954 5955 5959 5960 5967 59695970 6305 6307 6308 6309 6310 6327 6340 6341 63426343 6344 6352 6378 6423 6499 6558 6559 6560 6564 6565 6566 6567 6568 6569 6570 6571 6572 6573 6574 6575 6576 6577 6578 65796580 6581 6582 6583 6584 6585 6586 6587 65886589 6590 6591 6592 6593 6594 6595 6596 6597 6598 72447245 7333 7335 7336 7337 7339 7340 7341 7342 7343 73457346 7347 7348 7359 7468 7471 7474 7479 7480 7484 7485 7487 7489 7522 7524 7526 7527 7530 7538 7540 7541 7543 7551 7552 7553 7554 7571 7572 7574 7575 7583 7584 7585 7586 7587 7588 7595 7596 7615 7664 7665 7666 7667 7689 7690 7691 7702 7777 7778 7779 7780 7781 7782 5380 5413 5467 5518 5596 6070 6395 7109 7297 7308 7620 7729 7754 77587759 5037 5264 5276 5277 5278 5279 5280 5281 5282 5283 5284 5285 5286 5287 5288 5290 5332 5339 5341 5342 5343 5344 5346 5347 5348 5349 5350 5351 5352 5353 5354 5355 5356 5357 5358 5359 5360 5361 5362 5363 5364 5365 5366 5367 5368 5369 5370 5371 5372 5373 5374 5375 5376 5377 5378 5379 5381 5382 5383 5384 5385 5386 5387 5388 5389 5390 5391 5392 5393 5394 5395 5396 53975398 5399 5400 5401 54025403 5404 5405 5406 5407 5408 5409 5410 5411 5412 5414 5415 5416 5417 5418 5419 5420 5422 5423 5424 5425 5426 54275428 5429 5430 5431 5432 5433 5437 5438 5439 5440 5441 5442 5443 5444 5445 5446 5447 5448 5449 5450 5451 5452 54535454 5455 5456 5457 5458 5459 5460 5461 5462 5463 5464 5465 5466 5468 5469 5470 5471 5472 5473 54745475 5476 5477 5478 5479 5480 5481 5482 5483 5484 5485 5486 5487 5488 5489 549054915492 5493 5494 5495 5496 5497 5498 5499 5500 5501 5502 5506 5508 5511 5512 5514 5516 5517 5519 5520 5521 5523 5524 5525 5526 5527 5528 5529 5530 5531 5536 5537 5539 5540 5541 5542 5543 5544 5545 5546 5547 5548 5549 5550 5551 5552 5553 5554 5555 5556 5557 5558 5559 5560 5561 5562 5563 5564 5565 5566 5567 5568 5569 5570 5571 5572 5573 5574 5575 5576 5577 5578 5579 5580 55815582 5583 5584 5586 5589 5591 5592 5597 5598 5600 5601 5602 5603 5604 5605 5606 5613 5614 5615 5620 5621 5622 5623 5624 5625 5626 5627 5628 5629 5630 5631 56325633 5634 5635 56375638 5639 5640 5641 5642 564356445645 5646 5647 5648 5649 5650 5651 5652 5653 5654 5655 5656 5657 5658 5659 5660 5661 5662 5663 5664 5665 5666 5667 5668 5669 5670 5671 5672 5673 5674 5675 5676 5677 5678 5679 5680 5681 5682 5683 5684 5685 5686 5689 5690 5691 5696 5718 5740 5741 5742 5743 5744 5745 5746 5747 5748 5749 5750 5751 5752 5753 5754 5778 5779 5780 5781 5782 5783 5784 5785 5786 5787 5788 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7274 7275 7276 7277 7278 7279 7280 7281 7282 7283 7284 7285 7286 7287 7288 7289 7290 7291 72927293 7294 72957296 7298 7299 7300 7301 7302 7303 7304 7305 7306 7307 7309 7310 7311 7312 7313 7314 7315 7316 7317 7318 7319 7320 7321 732273237324 7325 73267327 7328 7329 7330 7331 7332 7334 7338 7344 7349 7350 7351 7353 7354 7355 73567357 7358 7472 7475 7476 7477 7481 7482 7483 7501 7502 75037504 7505 7506 750775087509 7510 7511 75127513 7514 7515 7516 7517 7518 7519 7520 7521 7555 7556 7557 7558 75597560 7561 7562 7563 7564 7565 7570 7573 7576 7577 7578 7579 7580 7581 7582 7589 75907591 7592 7593 7594 7597 7598 7599 7600 7601 7602 7603 7605 7606 7610 76117612 7613 7614 7616 7619 7621 7622 7624 7625 7626 7627 7628 7629 7630 7631 7632 7633 7634 7635 7638 7639 7640 7644 7645 7646 7647 7648 7653 76617662 7663 7668 7669 7670 7671 7672 7673 7674 76757676 7677 7678 7679 7680 7681 7682 7683 7692 7695 7703 7706 7708 7709 7710 7711 7712 7713 7714 7715 7716 7717 7718 7719 7720 7721 7722 7723 7726 7727 77287730 7732 7733 77347735 7736 7737 7738 773977407741 7742 7743 7744 7745 7746 7747 7748 7749 7750 7751 7752 7753 7755 77567757 4955 4956 4957 4958 4959 4960 4961 4962 4963 4964 4969 49704971 4972 4973 4974 4975 4976 4980 4981 4982 4983 4984 4985 4986 4987 4988 4989 4990 4991 4992 4993 4994 4995 49964997 4998 4999 5000 5001 5002 5003 5004 5005 5006 5007 5008 5009 5010 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5025 5026 5027 5028 5029 5030 5031 5032 5033 5034 5035 5036 7788 7789 7790 7791 7792 7793 7794 7767 7768 7769 7770 7771 7772 7773 7774 7775 7776 7784 7785 7786 7787 7760 7761 77627763 7764 7765 7766 E M A I L E PROPANE TANK SS ROCK FLAG WELL FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C 2 3 6 O H P O H P O H P O H P O H P O H P OH P OH P 13003 938.75 13002 WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 PX PX PX PX PX PX PX 1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 2 3 4 5 6 7 8 9 10 11 12 13 14 15 164 1 2 3 4 5 2 SS SS SS SS SS SS SS SS SS SS SS SS SS SS >>>>>>>>>> >> >>>>> > > > > > > > > > > > >>>>>>> > > > > > > > > > >>>>> > > > > > >>>>>>>>>>>>> > > > >l>llll l >>ll>>l>>l>>l>>l>>l>>l>lll>ll>>ll>lllllllllll>>>>>>>>>>llllll l l l l l llllllllll l l l lllllllllllllllllllllllllll> >llll> >ll>> >>l l>>l l l l>>l>>l>l>ll>ll>>l >>l >>ll>>l >l >>ll>>ll>>ll>>lll>>ll>>ll>ll>lll>>l>>>>l l>>>>ll>>l>>l>>l>>>ll>ll>ll>ll>l >>l l >>l l >>l l >l>l>l>l>>l l >>l l > >l l >l>>>>llll>>> > > l l l l > >l l l l l >>>>ll>>>ll>>>>llll l l lll l l l llll>lllll l l lllllllllllllllllllllll76'-24" STRM @ 3.90% 96'-18 " S T R M @ 0.5 6 % 133'-15" STRM @ 0.34%80'-24" STRM@ 1.90%71'-24" STRM@ 1.90%28'-24" STRM@ 0.50%70'-15" STRM @ 0.72% 90'-15" STRM @ 0.80%28'-15" STRM@ 0.79%163'-24" STRM@ 1.45 % 34'- 1 8 " S T R M @ - 1 . 0 0 % 34'-12" STRM @ 1.00% 30'-15" STRM @ 1.00% 50'-24" STRM @ 3.21% 95'-24" STR M @ 0.50%28' -12 " STRM@ 1 .02% 95'-24" S T R M @ 0.49 %129'-24" STRM @ 0.50 % 21'-12" STRM @ 0.77%30'-24" STRM@ 0.50%162'-24" STRM@ 0.50%28'-24" STRM@ 0.50%160'-15" STRM @ 1.61% 24'-12" STRM @ 1.56%37' -12 " STRM@ 1 .00%29'-12" STRM@ 1.09%28'-12" STRM@ 1.00%120'-24" S T R M @ 0.50% 123'-18" S T R M @ 0.60% 140'-15" STRM @ 0.60%77'-15" S T R M @ 0.60 %28'-12" STRM@ 1.11%34'-24" STRM @ -1.00% CB C1 RIM 958.16 INV 955.33 4" NE INV 953.87 15" S CBMH C2 RIM 958.16 INV 953.65 15" N INV 955.33 4" SE INV 953.65 15" W CBMH C3 RIM 957.33 INV 954.50 4" SE INV 952.93 15" E CBMH C4 RIM 956.85 INV 952.42 15" E INV 951.23 15" W INV 949.24 18" S INV 953.85 4" SW INV 953.85 4" SE INV 948.74 24" N CBMH C5 RIM 956.84 INV 948.60 24" S INV 953.84 4" NW INV 953.84 4" NE INV 948.60 24" N MH P5 EOF 2 RIM 952.40 INV 944.74 24" W INV 944.74 24" E MH C6 RIM 952.15 INV 947.08 24" S INV 944.34 24" N FES P5 EOF 1 RIM 950.03 INV 947.70 24" E MH P5 RIM 949.68 INV 941.46 18" W INV 941.46 18" E OCS P5 RIM 946.70 INV 939.50 18" NW INV 942.00 18" E FES B1 RIM 945.33 INV 943.00 24" SW FES C7 RIM 945.33 INV 943.00 24" S FES P5 3A RIM 940.95 INV 939.16 18" SE CB F1 RIM 954.49 INV 949.83 12" N CBMH F2 RIM 953.82 INV 949.49 12" S INV 949.49 15" NW CBMH F5 RIM 953.48 INV 949.19 15" SE INV 949.19 15" NE CB A31 RIM 957.50 INV 954.54 4" NW INV 953.30 12" S CBMH A32 RIM 957.08 INV 952.93 12" N INV 954.23 4" SW INV 952.93 12" E MH A33 RIM 956.96 INV 952.55 12" W INV 952.55 12" S INV 952.35 15" E CB B7 RIM 956.63 INV 953.29 4" SW INV 952.71 12" N CBMH A34 RIM 954.76 INV 949.78 15" W INV 943.10 24" E INV 951.93 4" SW INV 943.10 24" N CBMH A46 RIM 954.76 INV 942.96 24" S INV 951.93 4" NW INV 942.96 24" N CBMH A45 RIM 953.76 INV 943.58 24" NE INV 950.93 4" SW INV 943.58 24" W CB A35 RIM 952.78 INV 949.95 4" E INV 948.50 12" SW CBMH A36 RIM 952.77 INV 948.19 12" NE INV 949.94 4" S INV 947.99 15" W CBMH A43 RIM 952.77 INV 944.05 24" NE INV 949.05 12" NW INV 949.94 4" S INV 944.05 24" SW CB A44 RIM 952.72 INV 949.89 4" W INV 949.34 12" SE MH A37 RIM 952.21 INV 947.53 15" E INV 948.51 4" SE INV 947.53 15" W CBMH A42 RIM 951.37 INV 944.70 24" NE INV 948.54 4" S INV 947.02 12" NW INV 944.70 24" SW MH A38 RIM 951.19 INV 946.69 15" E INV 946.89 12" N INV 948.37 4" SE INV 946.49 18" W CB A39 RIM 951.26 INV 947.21 12" S CB A41 RIM 950.39 INV 947.56 4" W INV 946.41 12" E INV 946.41 12" S CBMH A40 RIM 950.39 INV 945.69 18" E INV 946.13 12" N INV 945.30 24" SW MH A47 RIM 947.47 INV 942.15 24" S INV 942.15 24" NE OCS P4 RIM 946.85 INV 940.30 24" W INV 943.10 24" E FES A48 RIM 944.38 INV 942.00 24" SW FES P4 RIM 943.83 INV 941.50 24" WFES P4A RIM 942.29 INV 939.96 24" E FES PATH N 1 RIM 939.55 INV 938.30 12" N FES PATH N 2 RIM 939.35 INV 938.10 12" S 36'-12" STRM @ 0.55% 10'-12" STRM @ 1.00%CB A41A RIM 950.40 INV 946.51 12" W CBMH A40A RIM 950.40 INV 945.75 18" E INV 947.56 4" E INV 945.75 18" W 10'-18" STRM @ 0.60%2 8 ' - 1 2 " STRM@ 1 . 0 0% CB A42A RIM 951.38 INV 947.30 12" SE PX PX PX F1 DRAINAGE BOUNDARY (TYP) 8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 8.0'20.0'8.0'20.0'SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/14/2023 - 12:10pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC501.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193805500PUDXBRD, Drainage areas, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNW, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C5.04 STORM SEWER PLANTNA CWM CWM XM KS KS N SEE SHEET C5.02 SEE SHEET C5.05FLOODPLAIN BOUNDARY ELEV = 938.5 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) MAP KEY DRAINAGE BOUNDARY (TYP) PROP. PHASE 3 DEVELOPMENT PROP. PHASE 3 DEVELOPMENT PROP. PHASE 2 EX. PHASE 2 EX. PHASE 2 EX PHASE 1 DEVELOPMENT WALNUT L N 79TH PLXYLOID AVEX Y L O I D A V E SSSCONTROL >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >>>>S SCONTROL>> >> >>>>>>>>>>>>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>4291 4293 4295 4296 4300 4304 4305 4306 4307 4361 4367 4797 4802 48034804 4866 4945 5142 5180 5242 5245 5247 5421 5434 5611 5612 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5755 5756 5757 5758 5759 5760 5761 5762 5763 5764 5765 5766 5767 5768 5769 57705771 5772 5773 5774 5775 5776 5777 5811 5812 5819 5820 5821 5822 5823 5824 5825 5826 5837 5838 5841 5842 5854 5857 5858 5859 5860 5909 5920 5921 5923 5924 5925 5926 5927 5928 5929 5930 5954 5955 5959 5960 5967 59695970 1861 1862 1863 1864 1865 1866 1867 1868 1869 1870 1871 1872 1873 1874 1875 1876 1877 1878 1879 1880 1882 1883 1884 18851886 1887 1888 1889 1890 1891 1892 1893 1894 1895 1896 1897 1898 1899 1900 1901 1902 1903 1904 1905 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44464447 44484449 4450 4451 4452 4453 4454 4455 4456 4457 445844594460 4461 4462 4463 4464 4465 446644674468 4469 447044714472 4473 4474 4475 4476 44774478 4479 4480 4481 4482 4483 4484 4485 44864487 4488 4489 4490 44924493 4494 4495 44964497 44984499 4500 4501 4502 4503 4504 4505 4506 4507 4508 4509 4510 45114512 4513 4514 4515 451645174518 4519 4520 4521 4522 4523 45244525 4526 4527 4528 4529 4530 4531 4532 4533 4534 4535 45464547 4548 4549 4550 4551 4552 4553 4554 4555 4556 4557 4558 4559 4560 4561 4562 4563 4564 4565 4566 4567 4568 4569 4570 4571 4572 4573 4574 4575 4576 4577 4578 4579 4580 4581 4582 4583 4584 4585 4586 4587 4589 4590 4591 4592 4593 45944597 4598 45994604 4611 4612 4615 4616 4617 4618 4619 4620 4621 4622 4623 4624 4625 4626 4627 4628 4629 4630 4631 4632 4633 4634 4635 4636 4637 4638 4639 46424643 4644 4645 4646 4647 4648 4649 4650 4651 4652 4653 4654 4655 4656 4657 4682 4683 4684 4685 4686 4687 4688 4689 46904691 4692 4693 4694 4695 4696 4697 4698 46994700 4701 4702 4703 4704 4705 4706 4707 4859 4862 4954 4955 4956 4957 4958 4959 4960 4961 4962 4963 4964 4965 4966 4967 4968 4969 49704971 4972 4973 4974 4975 4976 4977 4978 49794980 4981 4982 4983 4984 4985 4986 4987 4988 4989 4990 4991 4992 4993 4994 4995 49964997 4998 4999 5000 5001 5002 5003 5004 5005 5006 5007 5008 5009 5010 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5025 5026 5027 5028 5029 5030 5031 5032 5033 5034 5035 5036 2026 2027 2029 2030 2034 2035 2036 2037 2038 2039 2040 2041 20422043 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C 4 7 12 PROPANE TANK SS XXXXXXXXXXXXXXXXXXWETLAND 4 WETLAND 11 ABANDON EX. DRAINTILE PX PX 5 6 7 4 6 7 8 1 9 2 10 3 11 4 12 5 6 7 8 1 9 8 7 6 5 4 3 2 12 1 2 3 16 17 18 19 12 13 14 15 16 2 SS SS SSSSSS SS SS SS SS SS SS SS SS SS SS>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>> > > > > > > > > > > > >>>>>>> > > >>>>>>>>FM FM FM F M FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMl>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > >llllllllllllllllllllll l l l l l l l l l l l l l lllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l llllll l l l l l l l>>llllllllll>>>>>>>>>>ll lllllllllllll>>l>>l>>>ll>ll>lll>>l >>l >ll>ll>ll>>ll>>>>l l l l >>>>l l l l l > > > > l l l l l>>>>l l l l >>>>>>>>>>ll>>llllllllllllllllSSSS>>>>>SS >>>>>>>>l llllSS 129'-24" STRM@ 0.27 %111'-24" STRM@ 0.25%28'-12" STRM @ 1.00%119'-24" STRM@ 0.25%28'-12" STRM @ 1.01%40'-27" STRM@ 0.50%74' -30 " STRM@ 0 .25%31'-27" STRM@ -0.50%57'-18" STRM@ 3.79%8'-18" STRM @ 0.25% 4 7 ' - 1 8 " S T R M@ 0 . 2 5%57'-18" STRM@ 0.25%94'-18" STRM@ 0.25%57'-18" STRM@ 0.25%296'-24" STRM @ 1.37% 353'-18" STRM @ 0.22% 76'-24" STRM @ 3.90% 96'-18 " S T R M @ 0.5 6 % 90'-15" STRM @ 0.80%28'-15" STRM@ 0.79%34'- 1 8 " S T R M @ - 1 . 0 0 % 3 3 ' - 1 5 " S T R M @ 0 . 9 2% 156'-15" S T R M @ 2.17% 28'-15" ST R M @ 1.75%97'-15" STRM@ 1.75%37'- 1 8 " S T R M @ 1 . 6 3 % 27'- 1 8 " S T R M @ - 1 . 0 0 %29'-15" STRM@ 1.75%38'-15" STRM @ 1.75%68'-15" STRM@ 1.75%70'-24" S T R M @ 0.20% 13 2 ' - 2 4 " S T R M @ 0 . 2 0 % 28 ' - 1 2 " S T R M @ 1 . 0 0 %112'-18" STRM@ 0.96%128'-18" STRM@ 0.96%123'-18" STRM@ 0.96%34'-12" STRM@ 1.00%53'-15" STRM @ 6.60% 29 ' - 1 2 " S T R M @ 1 . 0 0 % 34'-12" STRM @ 1.00% 30'-15" STRM @ 1.00%121'-15" STRM@ 0.96 %123'-15" STRM@ 0.96% 25'-15" STRM @ -1.00% 77'-15" S T R M @ 0.60 %28'-12" STRM@ 1.11%CBMH D38 RIM 949.26 INV 944.20 24" S INV 944.60 12" W INV 941.80 24" N CBMH D39 RIM 949.24 INV 944.88 12" E CB D41 RIM 947.76 INV 943.28 12" E CBMH D40 RIM 947.76 INV 941.50 24" S INV 943.00 12" W INV 941.50 24" N CBMH D42 RIM 945.84 INV 941.22 24" S INV 941.22 24" NE FES D50 RIM 944.83 INV 943.00 18" N MH D44 RIM 944.84 INV 940.88 24" SW INV 940.18 18" SE INV 940.18 30" N AD D49 RIM 943.84 INV 940.84 18" S INV 940.84 18" N AD D48 RIM 943.70 INV 940.70 18" S INV 940.70 18" N OCS P12 RIM 944.08 INV 937.00 27" S INV 940.00 27" N AD D47 RIM 943.55 INV 940.55 18" S INV 940.55 18" N AD D45 RIM 943.30 INV 940.30 18" SE INV 940.30 18" NW AD D46 RIM 943.30 INV 940.32 18" S INV 940.32 18" NW FES D43 RIM 942.96 INV 940.00 30" S FES P12 RIM 942.47 INV 939.80 27" S FES P12A RIM 939.51 INV 936.85 27" N CB C1 RIM 958.16 INV 955.33 4" NE INV 953.87 15" S CBMH C2 RIM 958.16 INV 953.65 15" N INV 955.33 4" SE INV 953.65 15" W MH P5 EOF 2 RIM 952.40 INV 944.74 24" W INV 944.74 24" EFES P5 EOF 1 RIM 950.03 INV 947.70 24" E MH P5 RIM 949.68 INV 941.46 18" W INV 941.46 18" E OCS P5 RIM 946.70 INV 939.50 18" NW INV 942.00 18" E FES P5 EOF 3 RIM 943.03 INV 940.70 24" W FES P5 3 RIM 942.49 INV 940.70 18" WFES P5 3A RIM 940.95 INV 939.16 18" SE CBMH A23 RIM 959.55 CBMH A24 RIM 958.50 INV 954.17 15" SW INV 954.17 15" N CBMH A25 RIM 957.30 INV 952.97 15" S INV 952.97 15" N CBMH A26 RIM 956.28 INV 951.28 15" S INV 951.28 15" E CBMH A27 RIM 956.28 INV 950.79 15" W INV 946.69 15" E MH A28 RIM 946.64 INV 943.30 15" W INV 943.30 15" SE OCS P10 RIM 945.22 INV 939.50 18" NW INV 942.00 18" SE FES A29 RIM 944.52 INV 943.00 15" NW FES P10 RIM 943.19 INV 941.40 18" NW FES P10A RIM 941.02 INV 939.23 18" SE CB F1 RIM 954.49 INV 949.83 12" N CBMH F2 RIM 953.82 INV 949.49 12" S INV 949.49 15" NW CBMH F5 RIM 953.48 INV 949.19 15" SE INV 949.19 15" NE CBMH F6 RIM 952.65 INV 948.03 15" SW INV 948.03 15" NE CB F4 RIM 951.91 INV 947.91 12" N CBMH F7 RIM 951.78 INV 947.57 12" S INV 946.84 15" SW INV 946.59 18" NE CBMH F8 RIM 950.89 INV 945.41 18" SW INV 945.41 18" NE CB F10 RIM 949.60 INV 945.27 12" NW CBMH F9 RIM 949.51 INV 944.98 12" SE INV 944.18 18" SW INV 943.98 18" NE CB F12 RIM 948.22 INV 944.20 12" NW CBMH F11 RIM 948.22 INV 942.90 18" SW INV 943.92 12" SE INV 942.40 24" NW MH F13 RIM 946.36 INV 942.14 24" SE INV 942.14 24" SW OCS P6RIM 944.75INV 939.50 15" EINV 942.00 15" WFES F14 RIM 944.33 INV 942.00 24" NE FES P6ARIM 940.79INV 939.25 15" WFES P6RIM 940.04INV 938.50 15" ECB A35 RIM 952.78 INV 949.95 4" E INV 948.50 12" SW CBMH A36 RIM 952.77 INV 948.19 12" NE INV 949.94 4" S INV 947.99 15" W MH A37 RIM 952.21 INV 947.53 15" E INV 948.51 4" SE INV 947.53 15" W PX F4 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/20/2023 - 2:07pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC501.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193805500PUDXBRD, Drainage areas, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNW, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C5.05 STORM SEWER PLANTNA CWM CWM XM KS KS N SEE SHEET C5.03SEE SHEET C5.04FLOODPLAIN BOUNDARY ELEV = 938.5 WETLAND (TYP) MAP KEY DRAINAGE BOUNDARY (TYP) EX PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT PROP. FUTURE PHASE EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. PHASE 2WA L N U T L N 80TH AVEPROP. PHASE 3 79TH AVEWETLAND BUFFER (TYP) PX PX PX PX PX PX PX PX PX ME E E 11081 961.63 STREET SIGN11082961.85 STREET SIGN E11087961.01STREET SIGN 11097961.83STREET SIGN 11098 961.60 STREET SIGN 11 1 2 1 96 1 . 5 7 ST R E E T S I G N 11130 961.59 STREET SIGN E 11144961.38 STREET SIGN E 11166 962.45 STREET SIGN 11192 960.91 STREET SIGN CE 11197 959.22 STREET SIGN 11220 959.17 STREET SIGN E E M A I L C E1 1 2 9 8 95 6 . 0 0 S T R E E T S I G N 11315 951.50 STREET SIGN E11350955.86NON-TRAFFIC SIGN HIWAYM A I L 11367 956.70 STREET SIGN FIBEROPTIC E E E PROPANE TANK SS ROCK FLAG WELL E CE E E EC E E32063 951.04NON-TRAFFIC SIGN GAS EE E E E EC E E EE E E E ECHCE E E E EC E E E E 32177 966.66 NON-TRAFFIC SIGN GAS E E E E SS E SS S CC CCCCCCH E EOHPOHPOHPOHPOHPOHP TOC 969.93 INV 960.21 E TOC 966.53 INV 958.62 E/W FO - C FO - C FO - C FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO-C FO-C FO-C FO-C FO-C FO-C FO- C G-C G-C G-C G-C UNDERGROUNDGAS MAIN SIGNND UNDERGROUNDGAS MAIN SIGNND >>>>>>>>>>>>>>>>E 10170961.44NON-TRAFFIC SIGN E C E E CLVT OHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OH P OH P OH P OH P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP CTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BPROPANE TANK 13003 938.75 13002 SS FM F M FMFMFMllllllll>>>>>>> > > CLVT CLVT CLVT XXXXXXXXXXXXXXXXXXXCLVT CLVTCLVT >>>>>>>>>>>>>>>>PX PX PX PX PX PX PX PX PX WAL N U T L A N E XYLOID LANEWALNUT LA N E WALNUT LANEWALNUT LANEWALNUT LAN EXYLOID LANEX Y L O I D L A N E 7 8 T H P L A C E79TH AVE 79TH PL A C E 79TH PL A C E 79TH AVE 79T H A V E 7 9 T H A V E 79TH AVE79TH AVE7 8 T H P L A C E 78TH PLACEFUTURE 79TH PL80TH AVE80TH AVEC O U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 FUTURE 80TH AVE SOD/SEED SOD Sodding Type Lawn sod 38,664 sf TPM Temp Pond Mix seed 30,853 sf UPM Upland Prairie Mix seed 175,382 sf WMM Wet Meadow Mix seed 20,649 sf SOD2 Sodding Type Lawn sod 241,690 sf Establishment By Lot Owner EMM Emergent Marsh Mix seed 38,383 sf BOTANICAL / COMMON NAME SOD Sodding Type Lawn sod 38,664 sf TPM Temp Pond Mix seed 30,853 sf UPM Upland Prairie Mix seed 175,382 sf WMM Wet Meadow Mix seed 20,649 sf SOD2 Sodding Type Lawn sod 241,690 sf Establishment By Lot Owner EMM Emergent Marsh Mix seed 38,383 sf SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/14/2023 - 1:08pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDL100.dwgXrefs:, 193805500PUDXBRD-LA, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2, 193804970XSPV - PH 3, 193804970XSNO-PH 3, 193804970XSNF-PH 4THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2JACOB BURGSTAHLER03/20/20235447603/20/23PUD Submittal L1.00 OVERALL LANDSCAPE PLAN ---- MINNESOTA. N 0 150 300 NOTE: 1. SEE SHEET L1.06 FOR PLANT SCHEDULE. TREES CODE BOTANICAL / COMMON NAMECONT FF Acer saccharinum ‘Bailsta’ / Fall Fiesta Silver Maple FM Acer x freemanii / Freeman Maple AS Acer x freemanii `Sienna` TM / Sienna Glen Maple SY Aplatanus occidentalis / American Sycamore RB Betula nigra / River Birch BF Betula platyphylla 'Fargo' TM / Dakota Pinnacle Asian White Birch CH Celtis occidentalis / Common Hackberry PG Ginkgo Biloba 'Princeton Sentry' / Princeton Sentry Ginkgo SM Gleditsia triacanthos inermis `Shademaster` / Shademaster Honey Locust NA Gleditsia triacanthos var inermis 'Harve' / Northern Acclaim Honeylocust KC Gymnocladus dioicus 'UMNSynergy' / True North Kentucky Coffeetree IR Ostrya virginiana / Ironwood BH Picea glauca 'Densata' / Black Hills White Spruce PC Picea pungens / Colorado Spruce PN Pinus nigra / Austrian Black Pine PP Pinus ponderosa / Ponderosa Pine SWO Quercus bicolor / Swamp White Oak BO Quercus macrocarpa / Burr Oak QR Quercus rubra / Red Oak HO Quercus x macdanielii 'Clemons' / Heritage Oak SL Tilia americana 'Sentry' / American Sentry Linden VF Ulmus americana 'Valley Forge' / Valley Forge Elm NH Ulmus x 'New Horizon' / New Horizon Elm SHRUBS CODE BOTANICAL / COMMON NAME CB Cornus baileyi / Bailey`s Red-twig Dogwood EA2 Euonymus alatus / Winged Euonymus MK Syringa patula `Miss Kim` / Miss Kim Lilac PERENNIALS CODE BOTANICAL / COMMON NAME EA Echinacea x `After Midnight` / After Midnight Coneflower CG Calamagrostis x acutiflora `Karl Foerster` / Karl Foerster`s Feather Grass SH Sporobolus heterolepis / Prairie Dropseed FD Cornus sericea `Bailadeline` / Fire Dance Dogwood AW Spiraea x bumalda `Anthony Waterer` / Anthony Waterer Spirea BD Hemerocallis x `Baja` / Baja Daylily SHALLOW MARSH - ZONE 1: 2.4 ACRES HARDWOOD SWAMP - ZONE 3: 1.8 ACRES WET MEADOW - ZONE 2C: 0.1 ACRES UPLAND FOREST - ZONE 4: 2.4 ACRES PRARIE - ZONE 5: 3.4 ACRES WET MEADOW - ZONE 2A: 1.1 ACRES WET MEADOW - ZONE 2B: 2.6 ACRES WET PRARIE - ZONE 6: 0.1 ACRES WETLAND BANK DL Diervilla lonicera / Dwarf Bush Honeysuckle LD Physocarpus opulifolius `Donna May` / Ninebark Little Devil TS Spiraea bumalda `Tor` / Tor Spirea SS Spiraea x bumalda `Denistar` / Superstar Spirea M E E E E E E E CC CCCCC C H O H POHPOHPOHP F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O - C F O -C F O -C F O-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C E E E E 13 14 OHP OHP OHPOHPO H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPO H POHPOHPOHPOHPOHPOHPOHP O H P llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > >XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>7 8 T H P L A C E 78TH PLACE C O U N T Y R O A D 1 0 CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 55340 10-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 ST THOMA 20020 CO HAMEL MN SCOTT & MARIE TREPTAU F3 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 03/17/2023 - 2:20pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDL101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2, 193804970XSNF-PH 4, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193805500FINAL PLANNED UNIT DEVELOPMENT, PHASE 2JACOB BURGSTAHLER03/20/20235447603/20/23PUD Submittal L1.01 LANDSCAPE PLAN ---- MINNESOTA. N 0 50 100 5' WIDE SIDEWALK 28'ROAD(TYP.)50'ROW(TYP.)SEE SHEET L1.02 MAP KEY PX PX PX PX PX PX PX WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 E M A I L E PROPANE TANK SS ROCK FLAG WELL FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C 2 3 6 O H P O H P O H P O H P O H P O H P OH P OH P 13003 938.75 13002 WAL N U T L A N E XYLOID LANEWALNUT LA N E XYLOID LANE79TH P L A C E 79TH PL A C E THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 RB 1 SWO 5 BF 2 IR 1 PG 2 SM 1 BO 1 FF 1 SM 1 BO 1 HO 1 KC 2 SWO 2 NA 1SL 1 FF 1 BO 2 SY 3 BF 3 CH 3 IR 3 NA 3 BO 1 FF 1 HO 1 SM 1 SY 1 NA 1 SWO 1 CH 1 VF 1 BO 1 FF 1 VF 1 SM 1 VF 3 PX PX PX F1 8.0'20.0'8.0'20.0'8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/14/2023 - 1:48pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDL101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2, 193804970XSNF-PH 4, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2JACOB BURGSTAHLER03/20/20235447603/20/23PUD Submittal L1.04 LANDSCAPE PLAN ---- MINNESOTA. N 0 50 100 5' WIDE SIDEWALK STREET LIGHT (TYP.) 2 8 ' ROAD (TYP . ) 5 0 ' ROW ( T Y P . ) WETLAND PROTECTION SIGN (TYP.) 5' WIDE SIDEWALK 28' ROAD (TYP.) 50' ROW (TYP.) 8' WIDE TRAIL 8' WIDE TRAIL STREET LIGHT (TYP.) 5' WIDE SIDEWALK28' ROAD (TYP.)50' ROW (TYP.)5' WIDE SIDEWALK STREET LIGHT (TYP.)SEE SHEET L1.05SEE SHEET L1.02 MAP KEY SEE DETAIL C/L106 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 03/17/2023 - 2:29pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDL101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2, 193804970XSNF-PH 4, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193805500FINAL PLANNED UNIT DEVELOPMENT, PHASE 2JACOB BURGSTAHLER03/20/20235447603/20/23PUD Submittal L1.07 PLANTING DETAILS ---- MINNESOTA. R .50 PLANT SPACING (ON CENTER) P (FT.) P= PLANT SPACING, R= ROW SPACING .43 R (FT.) .67 .58 .83 .72 1.00 .87 1.25 1.08 1.50 1.30 2.00 1.73 2.50 2.17 3.00 2.60 4.00 3.46 5.00 4.33 6.00 5.20 P P EQ.EQ. PLANTING AS SHOWN ON PLANS STEEL EDGING: 3/16" (7 GAUGE), 6" DEPTH, TOP OF EDGING FLUSH WITH GRADE, COLOR AS SPECIFIED TURF/ SOD AS SPECIFIED STEEL ANCHORING STAKES: 10 GAUGE, 12" LENGTH, 4 STAKES PER EACH 10', INSTALL ON BED SIDE OF EDGER. COLOR AS SPECIFIED UNDISTURBED SUBSOIL NOTE: - CONTRACTOR TO PROVIDE SAMPLES OF STEEL EDGING AND COLOR OPTIONS FOR APPROVAL. - SEE PLANS FOR LOCATION OF STEEL EDGING. STEEL EDGING LOCATED BETWEEN SOD AND PERENNIAL PLANTING AREAS AND TYPICAL EDGER DETAIL BETWEEN PLANTING AREAS AND NATURALIZED AREAS. M C BF 4" 4" 4"M PX PX PX PX PX PX PX PX PX WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 3 WETLAND 4 WETLAND 11 ME E E E E E CE E E M A I L C E E M A I L E E E PROPANE TANK SS ROCK FLAG WELL E CE E E EC E E EE E E E EC E E EE E E E ECHCE E E E EC E E E E E E E E SS E SS S CC CCCCCCH E EOHPOHPOHPOHPOHPOHP TOC 969.93 INV 960.21 E TOC 966.53 INV 958.62 E/W FO - C FO - C FO - C FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO-C FO-C FO-C FO-C FO-C FO-C FO- C G-C G-C G-C G-C UNDERGROUNDGAS MAIN SIGNND UNDERGROUNDGAS MAIN SIGNND >>>>>>>>>>>>>>>>MAILE E E CLVT CLVT E E C E E CLVT OHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OH P OH P OH P OH P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP CTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BPROPANE TANK 13003 938.75 13002 SS FM F M FMFMFMllllllll>>>>>>> > > CLVT CLVT CLVT XXXXXXXXXXXXXXXXXXXCLVT CLVTCLVT >>>>>>>>>>>>>>>>XYLOID LANEWALNUT LA N E WALNUT LANEX Y L O I D L A N E 7 8 T H P L A C E79TH AVE 79TH PL A C E 7 9 T H A V E 7 8 T H P L A C E FUTURE 79TH PL80TH AVEC O U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 FUTURE 80TH AVE PX PX PX PX PX PX PX PX PX F1 F2 F3 F4 Area to Receive Irrigation SYMBOL MANUFACTURER/MODEL/DESCRIPTION Shut Off Valve 4 Febco 825Y 4" 1 Reduced Pressure Backflow Preventer Baseline BL-3200P 1 Two-wire controller in 16-gauge stainless-steel pedestal enclosure, expandable up to 200 stations. Booster Pump 1 Irrigation Mainline: PVC Schedule 40 1,668 l.f. Pipe Sleeve: PVC Class 200 578.4 l.f. Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to easily slide through sleeving material. Extend sleeves 18 inches beyond edges of paving or construction. BF C IRRIGATION SCHEDULE With rain switch. SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/14/2023 - 1:51pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDL200.dwgXrefs:, 193805500PUDXBRD-LA, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNI, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2JACOB BURGSTAHLER03/20/20235447603/20/23PUD Submittal L2.00 OVERALL IRRIGATION PLAN ---- MINNESOTA. N 0 150 300 NOTES: 1. CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR MAINTENANCE OF THE PLANTINGS, INCLUDING WATERING, WEEDING, MULCHING, PRUNING, STAKING, WRAPPING, FERTILIZING, AND ALL ELSE NECESSARY TO ENSURE HEALTHY GROWTH OF THE PLANTINGS. 2. TURF ESTABLISHMENT 2.1. WATER SEEDED AND OR SODDED AREAS AS NECESSARY DURING THE ESTABLISHMENT PERIOD TO PROVIDE ESTABLISHMENT OF TURF OVER 90-PERCENT PER EACH SQUARE FOOT OF SEEDED AREAS AND 100-PERCENT OF SODDED AREAS. 3. MAINTENANCE 3.1. MAINTAIN RESTORED AREAS IN ACCORDANCE WITH MNDOT SPEC. 2575.3K AND IN ACCORDANCE WITH THE 2014 MNDOT SEEDING MANUAL. CONTRACTOR IS RESPONSIBLE FOR ALL MAINTENANCE ACTIVITIES AS REQUIRED TO ENSURE PROPER SEED GROWTH, INCLUDING BUT NOT LIMITED WEED CONTROL, WATERING, AND MOWING. 3.2. RESTORED AREAS THAT HAVE BEEN SATISFACTORILY COMPLETED AND ARE DISTURBED BY ADDITIONAL CONSTRUCTION ACTIVITY REQUIRED BY THE TIMING AND SEQUENCING OF THE WORK SHALL BE RESTORED OVER TO THE SAME REQUIREMENTS OF THE ORIGINAL WORK. 3.3. ANY SOD THAT DOES NOT SHOW DEFINITE GROWTH AND ESTABLISHMENT BY THE END OF THE ESTABLISHMENT PERIOD SHALL BE REPLACED AND ESTABLISHED AT THE PROPER SEASON BY THE CONTRACTOR AT HIS/HER EXPENSE. 3.4. SEED MAINTENANCE SHALL BE DONE IN CONFORMANCE WITH THE 2014 MNDOT SEEDING MANUAL - MAINTENANCE REQUIREMENTS FOR YEAR 1. 3.5. WATERING OF SEEDED AND SODDED AREAS SHALL BE DONE THROUGHOUT THE ESTABLISHMENT PERIOD TO ENSURE ESTABLISHMENT OF PERMANENT VEGETATION. THE CONTRACTOR WILL WORK TOGETHER WITH THE OWNER TO CREATE A WATERING SCHEDULE TO HELP ENSURE PROPER WATERING OF THE SEEDING AREAS. THE WATERING MUST BE APPROVED PRIOR TO OCCURRING BY THE OWNER, AND WATER TICKETS FOR SEEDED AREAS ONLY MUST BE SUBMITTED TO THE ENGINEER ON A WEEKLY BASIS. 4. WATERING 4.1. WATER EACH PLANT WITHIN 2 HOURS OF PLANTING. 4.2. WATER TO THOROUGHLY SATURATE ALL PLANTING SOIL. 4.3. BRING PLANTING SOIL TO SPECIFIED LEVEL WITHIN 5-DAYS OF INITIAL WATERING AND SATURATE ADDITIONAL SOIL. 4.4. WATER ALL PLANTS THOROUGHLY AS SOIL MOISTURE IS DEPLETED (AT LEAST ONCE PER WEEK DURING PERIODS OF AVERAGE RAINFALL) UNTIL THE WORK IS ACCEPTED. 5. MULCHING 5.1. PLACE MULCH MATERIAL AS DESCRIBED ON DETAILS WITHIN 48 HOURS OF THE SECOND WATERING, UNLESS OTHERWISE APPROVED BY ENGINEER. DISH TOP OF BACKFILL TO ALLOW FOR MULCHING. 6. PRE-ACCEPTANCE MAINTENANCE PERIOD AND PLANT ESTABLISHMENT PERIOD 6.1. WATER ALL PLANTS TO MAINTAIN AN ADEQUATE SUPPLY OF MOISTURE WITHIN THE ROOT ZONE. AN ADEQUATE SUPPLY OF MOISTURE IS THE EQUIVALENT OF 25 MM (1-INCH) OF ABSORBED WATER PER WEEK EITHER THROUGH NATURAL RAINFALL OR AUGMENTED BY PERIODIC WATERING. APPLY WATER AT A MODERATE RATE SO AS NOT TO DISPLACE THE MULCH OR FLOOD THE PLANTS. CITY REVIEW 04/07/221 REVISED PLAT 05/06/222 M E E E E E E E CC CC CCC C H OHPOHPOHPOHP F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO- C FO- C FO- C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G- C G- C E E E E 13 14 OHP OHP OHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHP OHPOHPOHP OHP XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 55340 10-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 SCOTT & MARIE TREPTAU 20045 CO RD 10 518.60 SW CORNER OF THE SE1/4 OF THE SE1/4 OF CENTER LINE OF COUNTY ROAD #10 PX PX 7 8 T H P L 7 8 5 6 9 10 11 12 13 14 15 16 20191817 9 8 1 21 10 11 13 14 15 16 9 10 11 8 12 F3 10 11 12 13 14 89 . 4 4 99.05 10 . 6 9 82.67 57.00 79.12 74.03 1.5 0.7 4.0 2.9 1.5 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.2 4.4 3.4 2.4 1.3 0.7 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.0 3.3 3.2 2.7 1.8 1.0 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.5 1.9 1.4 0.8 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.6 0.6 0.9 1.2 0.9 1.2 1.8 2.0 1.4 1.6 2.5 3.1 2.7 1.9 0.7 1.5 2.9 3.8 3.6 2.9 2.5 0.8 1.7 2.9 3.8 5.1 4.0 2.9 0.8 1.6 3.2 4.7 6.0 6.2 4.6 0.8 1.8 2.9 3.9 6.1 6.3 5.7 0.7 1.6 2.9 4.2 5.5 6.4 0.6 1.2 2.3 3.4 4.1 4.5 0.4 0.8 1.5 2.5 3.0 3.1 0.2 0.3 0.4 0.7 1.2 1.7 2.3 0.1 0.1 0.2 0.3 0.5 0.8 1.2 0.0 0.1 0.1 0.1 0.2 0.4 0.5 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.2 0.1 0.1 0.0 0.3 0.2 0.1 0.1 0.1 0.6 0.6 0.4 0.2 0.1 1.2 0.9 0.5 0.2 2.0 1.9 1.3 0.8 0.3 2.7 3.2 2.7 1.9 1.0 3.6 4.0 3.3 1.9 1.1 5.2 4.5 3.7 2.7 1.3 0.7 5.8 6.1 6.0 3.9 2.5 6.1 6.0 5.6 6.0 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/21/2023 - 8:09amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTable, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 3MIKE FITZPATRICK2/11/2022530783/21/23PUD SubmittalAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERE1.01 PHOTOMETRICS PLANTNA CWM CWM XM KS KS N 0 50 100 STREET LIGHT (TYP.) SEE SHEET E1.02 MAP KEY SEE SHEET E1.03EX. PHASE 1 DEVELOPMENT EX. PHASE 2 EX. PHASE 1 DEVELOPMENT X Y L O I D A V E 78TH PLEX. PHASE 2 C O U N T Y R O A D 1 0 PX PX PX C E E E M A I L C E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C CLVT 5 8 O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 66.00 FOOT RIGHT OF WAY FOR C.S.A.H. 10 PER DOC. NO. 3867013 PX PX PX 79TH AVE WALNUT LN XY L O I D A V E 7 8 T H P L PX PX PX PX 1 2 3 4 7 8 5 6 9 10 11 12 3 2 1 6 5 4 9 8 7 4 1 2 3 65 5 2 10 1 6 5 4 3 2 10 2 987 6 5 4 11 3 1 4 3 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13 5 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 1 2 3 4 5 6 7 8 9 10 11 8 L=118.431 51 . 6 5 88. 8 9 0.7 0.6 0.3 0.7 0.4 0.2 0.1 0.5 0.2 0.1 0.1 0.1 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.4 0.5 0.6 0.5 0.3 0.8 1.0 1.0 0.5 0.2 1.2 1.7 1.8 1.2 0.5 2.4 2.8 2.1 1.2 0.4 2.9 3.4 3.4 2.2 0.9 4.1 4.5 3.1 1.6 0.7 4.7 5.7 3.9 2.8 1.3 6.3 6.0 4.3 2.2 1.0 5.8 6.2 4.8 3.1 1.7 6.3 5.7 4.3 2.9 5.1 4.5 4.2 3.3 1.9 3.1 3.3 3.2 2.2 2.5 2.6 2.4 1.9 1.7 1.9 1.6 1.2 0.9 1.0 1.0 0.8 0.6 0.4 0.5 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 5.3 4.6 2.1 2.7 0.3 1.2 2.2 0.1 0.2 0.2 0.4 1.1 1.4 0.1 0.1 0.1 0.1 0.1 0.5 0.7 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.3 0.2 0.1 0.1 0.1 0.0 0.3 0.4 0.4 0.3 0.2 0.1 0.1 0.5 0.8 0.9 0.6 0.4 0.3 0.2 0.8 1.3 1.7 1.4 1.0 0.6 0.4 1.3 2.1 2.6 2.8 2.0 1.3 0.8 0.9 1.5 2.5 3.6 3.6 3.1 2.4 0.6 1.1 2.1 3.3 3.7 5.1 4.2 3.1 0.3 0.8 1.5 2.3 3.7 5.3 6.1 6.2 4.4 0.2 0.4 0.8 1.7 3.1 4.0 5.2 6.2 6.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 2.7 1.4 0.6 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 2.5 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.5 1.1 0.4 0.8 1.8 2.6 0.1 0.3 0.9 1.8 2.8 5.1 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/21/2023 - 8:09amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTable, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 3MIKE FITZPATRICK2/11/2022530783/21/23PUD SubmittalAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERE1.02 PHOTOMETRICS PLANTNA CWM CWM XM KS KS N 0 50 100 STREET LIGHT (TYP.) SEE SHEET E1.04 SEE SHEET E1.03SEE SHEET E1.01 MAP KEY X Y L O I D A V E 7 8 T H P L WALNUT LA N E X Y L O I D A V E 79TH AVE79TH PL79TH PL C O U N T Y R O A D 1 0 EX. PHASE 1 DEVELOPMENT EX. PHASE 2 EX. PHASE 2 EX. PHASE 2 EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT SEE SHEET C2.04 SEE SHEET C2.03SEE SHEET C2.01 PX WETLAND 3 9 10 11 FM FM FM F M F M F MXXXXXXXXXXXXXXXXXX X>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BRIAN D PURRMAN/KIM I SANDEY 7923 CO RD NO 116 HAMEL MN 55340 TIMOTHY & LISA SMITH 7935 CO RD NO 116 HAMEL MN 55340 HENRY R HALLGREN 8001 CO RD NO 116 HAMEL MN 55340 CHURCH OF ST THOMAS 20000 CO RD NO 10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 471.40 518.60 PX PX WALNUT LN7 8 T H P L PX 11 12 6 5 4 9 8 7 65 1098 11 1 2 3 4 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 13 14 15 1 2 3 4 5 6 7 8 9 10 11 8 12 7 PX PX PX PX PX F2 F3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 5 OUTLOT F L = 4 8 .70123.645 5 . 0 0 120.006. 4 8 130.85L=118.4348.9 5 L=37.68 125.00L = 60 .72 1 9 . 2 3 125.006 5 . 0 0 125.005 7 . 0 0 5 7 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.006 3 . 5 7 1 2 . 3 1 2 9 . 2 7 L =33.70 129.7374 . 6 4 L=55.71 152.5589 . 4 40.65L=55.15 130.6299.05 10 . 6 9 L=76.53 125.0082.67 L=51.12 11.30 125.8157.00 31.73 L=2 5 .2 9 135.3779.12 L =5 2 .9 7 154.7674.03 L =5 2 .3 0 186.17 81.12 L =5 2 .3 0 2 3 3 . 0 6 92.68L=5 2.302 1 1 . 8 4 66.9052.00L=52.3013 6 . 4 4 106.45L=52.30277.05L=211.4411.78 357.266.65L=200.85L=177.17118.17 62.00L=62.40120.00 120.0065.05L=52.98120.0076.86L=62.61120.0065.03L=52.97120.0065.03L=52.96120.026 7 . 3 6 L =5 0 . 0 4 L =9 . 8 6 120.1451.13L=85.53120.0056.20L=94.35120.0 055.99L=90.2312 0 . 0 050.56L=77.341 2 0 . 0 051.26L=78.801 2 0 . 0 052.41L=80.58120.0052.38 L =8 0 .5 3120.0258.68 L =9 3 .0 5120.0054.94 L =5 .6 143.03L=11.4 0120.0053.12 L=94.71120.0051. 0 4 L=90.98 5 2 . 7 3 L = 3 3.2 53 4 . 0 20.26120.00120.035 5 . 0 0 5 5 . 0 0120.006 5 . 0 0 6 5 . 0 0120.005 5 . 0 0 5 5 . 0 0 6 5 . 0 0 6 5 . 0 0 3 2 1 6 5 . 0 0 51 . 6 5 88 . 8 9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.6 2.7 2.7 1.5 0.6 1.7 1.8 1.2 0.5 1.1 1.0 0.9 0.4 0.6 0.6 0.5 0.3 0.2 0.3 0.3 0.3 0.2 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.2 0.3 0.1 0.2 0.3 0.5 0.6 0.2 0.3 0.4 0.7 1.0 1.4 0.3 0.6 0.9 1.5 2.0 2.5 0.5 1.1 2.0 2.8 3.1 0.7 1.6 2.9 3.7 4.3 0.4 1.0 2.2 3.6 5.0 6.2 0.0 0.0 0.0 0.5 1.3 2.4 3.4 5.3 6.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 1.2 2.4 4.3 5.4 6.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 1.2 2.5 3.6 5.1 4.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 1.2 2.4 3.8 3.9 3.2 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/21/2023 - 8:09amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTable, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 3MIKE FITZPATRICK2/11/2022530783/21/23PUD SubmittalAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERE1.03 PHOTOMETRICS PLANTNA CWM CWM XM KS KS N 0 50 100 STREET LIGHT (TYP.)SEE SHEET E1.02SEE SHEET E1.01 SEE SHEET E1.05 SEE SHEET E1.05MAP KEY SEE SHEET C2.05EX. PHASE 2 X Y L O I D A V E 7 8 T H P L WALNUT LANE79TH AVE 7 9 T H A V E 79TH AVEEX. PHASE 2 EX. PHASE 2 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE EX PH A S E 1 D E V EL O P M E N T EX PHASE 1 DEVELOPMENT PROP. PHASE 3 PROP. FUTURE PHASE PX PX PX PX PX PX PX WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 E M A I L E PROPANE TANK SS ROCK FLAG WELL FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C 2 3 6 O H P O H P O H P O H P O H P O H P OH P OH P 13003 938.75 13002 THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 NE CORNER OF THE NE1/4 OF THE SW1/4 OF THE SEC. 23, T119, R 23 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 PX 1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 2 3 4 5 6 7 8 9 10 11 12 13 14 15 164 1 2 3 4 5 2 PX PX PX F1 1.0 1.7 2.9 3.3 1.9 3.2 2.2 2.4 1.9 1.6 1.2 0.9 1.0 0.8 0.6 0.5 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.2 0.4 0.6 0.7 0.7 0.6 1.1 1.2 1.2 0.8 1.6 2.1 1.9 0.3 1.0 2.2 3.0 2.6 0.4 1.3 2.8 3.6 3.2 0.4 1.7 3.5 4.5 4.0 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2.0 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.2 2.5 3.3 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.4 3.1 4.0 3.6 0.8 0.5 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.4 3.3 5.0 4.9 1.1 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 1.4 3.1 5.3 6.5 1.5 0.7 0.0 0.0 0.0 0.0 0.0 0.2 0.5 1.5 3.9 6.0 6.2 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.5 1.5 3.5 5.4 5.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.5 1.4 3.2 5.3 6.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.5 1.7 3.5 4.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.5 3.0 3.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.2 2.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.0 0.0 8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 8.0'20.0'8.0'20.0'SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/14/2023 - 12:14pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTable, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 3MIKE FITZPATRICK2/11/2022530783/21/23PUD SubmittalAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERE1.04 PHOTOMETRICS PLANTNA CWM CWM XM KS KS N 0 50 100 STREET LIGHT (TYP.) SEE SHEET C4.02 SEE SHEET E1.05SEE SHEET E1.03 MAP KEY PROP. PHASE 3 PROP. PHASE 3 EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 EX PHASE 1 DEVELOPMENT WALNUT L N 79TH PLXYLOID AVEX Y L O I D A V E PX PX WETLAND 4 WETLAND 11 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C 4 7 12 PROPANE TANK SS CLVT XXXXXXXXXXXXXXXXXXCLVT VIRGIL W SPEARS LOURRIENE L SPEARS 8025 CITY RD 116 HAMEL MN 55340 DANIEL P CARLSON 8045 CO RD NO 116 HAMEL MN 55340 RONALD L RUEHLING 8065 CO RD NO 116 HAMEL MN 55340 DUANE J & JANICE C POPOVICH 8101 CO RD NO 116 HAMEL MN 55340 CHARLES & KAREN LYMANGOOD 8105 CO RD NO 116 HAMEL MN 55340 MR & MRS DAVID FOY 8115 CO RD NO 116 HAMEL MN 55340 PX 80TH AVEPX 80TH AVE PX PX PX 5 6 7 4 6 7 8 1 9 2 10 3 11 4 12 5 6 7 8 1 9 8 7 6 5 4 3 2 12 1 2 3 16 17 18 19 12 13 14 15 16 2 PX 22 23 24 25 26 27 28 1 2 3 4 F4 125.00 0125.00 62.00L=18.2443.77124.80 57.00L=57.00121.96 57.00L=57.08L=29.55134.06 98.17L=18.82120.0033.02 55. 0 0 3 3 . 0 2 119.73L=40.54 1 2 0 . 0 038.4065.00 38.40 L =4 7 .3 3 120.0033.0255.0033.02L=40.51120.0042.2260.9538.40L=47.33156.6774.21 L =58.49 L=2 7 .22120.0055.36103.11L=13.412.980.8 2.2 4.4 6.9 0.8 2.1 3.8 6.1 0.9 2.5 4.3 5.3 1.0 2.6 3.8 4.1 1.0 2.3 3.4 3.2 0.9 2.0 2.7 2.5 0.9 1.5 1.7 1.7 0.6 0.9 1.0 1.0 0.4 0.5 0.6 0.6 0.2 0.2 0.3 0.3 0.3 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 0.6 0.3 0.5 0.3 2.7 2.3 1.4 0.9 5.5 4.4 4.3 2.9 2.2 4.8 6.5 6.5 5.9 4.6 4.0 3.1 5.7 6.4 5.6 4.6 3.6 3.0 4.9 4.7 3.5 3.1 2.6 1.9 3.9 2.7 2.6 2.2 1.5 0.9 1.5 1.8 1.4 1.0 0.7 0.4 0.4 0.6 0.5 0.4 0.3 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.1 0.2 0.3 0.4 0.6 0.9 0.2 0.4 0.6 1.0 1.4 1.9 0.3 0.5 0.8 1.3 1.9 2.5 2.7 0.4 0.9 1.6 2.7 3.2 3.4 3.9 1.2 2.2 3.3 4.3 5.2 6.0 4.6 1.3 2.5 3.8 4.7 6.2 6.2 5.2 1.3 2.0 3.3 5.0 6.1 6.4 4.8 1.0 2.0 3.5 3.9 5.3 4.6 3.2 1.6 2.5 3.9 3.9 3.3 2.6 1.9 1.4 2.5 3.0 3.1 2.3 1.6 0.9 1.1 1.6 2.1 1.8 1.1 0.8 0.4 0.7 1.1 1.1 0.8 0.5 0.3 0.2 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.6 0.5 0.1 0.2 0.3 0.5 0.8 1.1 1.1 0.7 0.2 0.4 0.7 1.1 1.7 2.0 1.6 0.9 0.9 1.6 2.2 3.1 2.9 2.2 1.2 2.6 3.3 3.8 3.6 2.1 1.1 3.3 4.7 4.9 3.5 2.5 1.2 5.0 6.2 5.3 4.3 2.4 1.2 5.6 6.5 5.4 3.5 2.6 1.4 5.7 6.3 5.1 3.7 2.4 1.2 4.7 4.2 3.7 3.1 1.8 1.0 3.0 3.0 2.8 2.0 1.2 0.6 2.5 2.0 1.4 1.0 0.6 1.4 1.0 0.7 0.4 0.3 0.7 0.6 0.4 0.3 0.2 0.1 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.4 0.7 0.9 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 1.0 1.5 1.8 1.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.7 1.1 1.5 2.4 3.2 3.2 2.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.7 1.1 1.7 2.9 3.3 3.8 4.5 3.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.6 1.1 2.0 2.6 3.2 4.5 5.4 5.9 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.4 0.8 1.4 2.2 3.2 4.2 5.1 6.3 6.4 6.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 1.2 2.0 3.0 3.5 4.4 5.3 6.2 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 REPORTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/21/2023 - 8:10amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTable, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 3MIKE FITZPATRICK2/11/2022530783/21/23PUD SubmittalAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERE1.05 PHOTOMETRICS PLANTNA CWM CWM XM KS KS N 0 50 100 STREET LIGHT (TYP.) STREET LIGHT (TYP.)SEE SHEET E1.04SEE SHEET E1.03 MAP KEY EX PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT PROP. FUTURE PHASE EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX. PHASE 2WA L N U T L N 80TH AVEPROP. PHASE 3 79TH AVE SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/21/2023 - 8:10amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTable, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 3MIKE FITZPATRICK2/11/2022530783/21/23PUD SubmittalAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERE106 PHOTOMETRIC DETAILTNA CWM CWM XM KS KSPROFESSIONAL ENGINEER N00°03'25"W300.849 2 .1 2 S 6 2 °0 0 '4 1 "W 146.40S23°26'40"WS21°00'44"E146.40S62°58'03"E135.17 S89°36'01"E 24.91 N 6 9 °3 7 '3 5 "E 1 3 6 .8 5 N26°49'06"E178.15N16°57'44"E79.5718 BLOCK ONE 120.00 N89°56'35"E 272.21S00°03'25"E40.53 S89°56'35"W 6 5.5 2 R =4 2 5 .0 0 Δ =8 °5 0 '0 0 " C B =S 8 5 °3 1 '3 5 "W 201.35R=278.03Δ=41°29'40" CB=N69°18'35"W XYLOID LANE 17 16 15 14 13 12 11 109 8 7 6 5 4 3 2 1 120.00 N89°56'35"E 120.00 N89°56'35"E 120.00 N89°56'35"E 120.00 S89°56'35"W 120.00 S89°56'35"W 120.00 S89°56'35"W 120.00 S89°56'35"W 128.95N77°02'37"W 132.23N64°12'03"W 137.82N62°47'11"W 130.80 N 47°18'28" W 132.50N46°45'35"E133.24N00°18'11"E132.50 S87°47'02"E 1 3 2.5 0 S 4 4°1 9'3 9"E 1 4 4.7 6 S 3 7 ° 2 9'5 8 " E 81.3855.0055.0044.9455.0055.0055.0055.0076.7030.51119.1655.0055.0055.0055.0055.0055.0078.9457.56102.1318.4612.161 2 . 7 5 288.90N00°03'25"W198.75R=198.87Δ=57°15'37"61.00S13°33'00"WS 8 1 °2 3 '2 3 "W 6 1 .0 0 3 1 1.0 5 R = 6 1.0 0 Δ = 2 9 2°0 9'3 7"56.90Δ=12°52'54"50.33Δ=12°53'50"50.39Δ=13°59'42"54.6816.03 R =19.00 Δ =48°19'38"Δ=51°18'11"54.62Δ =4 9 °3 6 '3 8 "5 2 .8 2 Δ=44°27'24"47.33 Δ=44°27'24"47.3347.33Δ=44°27'24"6 1 .6 2 Δ =5 7 °5 2 '3 8 "22.65R =19.00 Δ =68°17'37"107.16Δ=35°18'48"14.21Δ=2°55'45"25.12Δ=5°10'40"25.45Δ=5°14'44"Δ=28°08'31"136.56 S89°36'01"E 2681.40 North line of the Southeast Quarter of Sec. 23, Twp. 119N, Rng. 23W (North line of the RUSH CREEK RESERVE SECOND ADDITION) Northwest corner of the Southeast Quarter of Sec. 23, Twp. 119N, Rng. 23W (Northwest corner of RUSH CREEK RESERVE SECOND ADDITION) Northeast corner of the Southeast Quarter of Sec. 23, Twp. 119N, Rng. 23W (Hennepin Co. Cast Iron Monument)5050505025 25 25 25 25 25 25 25S00°03'25"E309.35West line of the Southeast Quarter of Sec. 23, Twp. 119N, Rng. 23W (West line of RUSH CREEK RESERVE SECOND ADDITION) 501010 1010Drainage & Utility Ease m ent VICINITY MAP BEARING ORIENTATION BASED ON THE WEST LINE OF OUTLOT C, RUSH CREEK RESERVE SECOND ADDITION WHICH HAS AN ASSUMED BEARING OF NORTH 00 DEGREES 03 MINUTES 25 SECONDS WEST. PLUG INSCRIBED WITH "STANTEC 43133" IRON MONUMENT SET WITH PLASTIC DENOTES 1/2 INCH BY 14 INCH DENOTES 1/2 INCH IRON MONUMENT, GRAPHIC SCALE IN FEET 0 30 60105 510 BEING 10 FEET IN WIDTH AND ADJOINING RIGHT OF WAY LINES AND BEING 5 FEET IN WIDTH AND ADJOINING LOT LINES AS SHOWN ON THIS PLAT, UNLESS OTHERWISE DIMENSIONED. DRAINAGE & UTILITY EASEMENTS SHOWN THUS (NOT TO SCALE) C.S.A.H.10 C.S.A.H.50 SITE FLETCHERLANENOT TO SCALE RUSH CREEK RESERVE THIRD ADDITION C.R. DOC. NO. _______________________ KNOW ALL PERSONS BY THESE PRESENTS: That M/I Homes of Minneapolis/St. Paul, LLC, a Delaware limited liability company, owner of the following described property situated in Hennepin County, Minnesota to wit: OUTLOT C, RUSH CREEK RESERVE SECOND ADDITION. Has caused the same to be surveyed and platted as RUSH CREEK RESERVE THIRD ADDITION and does hereby dedicate to the public for public use the public ways and the easements for drainage and utility purposes as created by this plat. In witness whereof said M/I Homes of Minneapolis/St. Paul, LLC, a Delaware limited liability company, has caused these presents to be signed by its proper officer this ____________ day of ______________________, 20______. Signed: M/I HOMES OF MINNEAPOLIS/ST. PAUL, LLC By: John Rask, Area President STATE OF MINNESOTA COUNTY OF _____________________ This instrument was acknowledged before me on this day of , 20 by John Rask, Area President of M/I Homes of Minneapolis/St. Paul, LLC, a Delaware limited liability company, on behalf of the company. ___________________________________________(Notary Signature) ___________________________________________(Notary Printed Name) Notary Public, ____________________County, State of Minnesota My Commission Expires __________________________________ SURVEYOR'S CERTIFICATE I, Daniel J. Roeber, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 . ____________________________________________________________ Daniel J. Roeber, Licensed Land Surveyor Minnesota License Number 43133 STATE OF MINNESOTA COUNTY OF ____________ This instrument was acknowledged before me on this day of , 20 by Daniel J. Roeber. _____________________________(Notary Signature) _____________________________(Notary Printed Name) Notary Public, _______________ County, State of Minnesota My Commission Expires _____________________________ CITY COUNCIL, CITY OF CORCORAN, MINNESOTA This plat of RUSH CREEK RESERVE THIRD ADDITION was approved and accepted by the City Council of the City of Corcoran, Minnesota, at a regular meeting thereof held this day of , 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. CITY COUNCIL, CITY OF CORCORAN, MINNESOTA By __________________________________________________________ Mayor By__________________________________________________________ Clerk RESIDENT AND REAL ESTATE SERVICES, Hennepin County, Minnesota I hereby certify that taxes payable in 20_____ and prior years have been paid for land described on this plat, dated this _________ day of ____________________________, 20____________. Mark V. Chapin, County Auditor by _______________________________________ Deputy SURVEY DIVISION, Hennepin County, Minnesota. Pursuant to MN. STAT. Sec. 383B.565 (1969), this plat has been approved this _________ day of ____________________________, 20____________. Chris F. Mavis, County Surveyor by _______________________________________________ COUNTY RECORDER, Hennepin County, Minnesota. I hereby certify that the within plat of RUSH CREEK RESERVE THIRD ADDITION was recorded in this office his _________ day of ____________________________, 20____________., at _______o'clock ___M. Amber Bougie, County Recorder by ___________________________________ Deputy FOUND RLS 43133 DENOTES IRON MONUMENT FOUND, MARKED AS FOUND OUTLOT C 1 2 3 4 5 2 3 4 5 6 7 8 9 1 2 3 OUTLOT B WAL NU T LANE XYLOIDAVE.SCALE IN FEET WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AND THAT I AM A DULY LICENSED PROFESSIONAL LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: SIGNATURE: DATE LIC. NO. PROJ. NO. DRAWN SURVEY Minneapolis Office 733 Marquette Ave Suite 1000 Minneapolis, MN 55402 Phone: 612-712-2000 Website:www.stantec.com CORCORAN, MINNESOTA Easement Vacation DANIEL J. ROEBER MARCH 15, 2023 43133 193806154V601.dwg DJR 193806154 EASEMENT VACATION DESCRIPTION All the drainage and utility easements originally dedicated on the recorded plat of RUSH CREEK RESERVE SECOND ADDITION, Hennepin County, Minnesota, and now to be vacated, which lie within all of Outlot C, said plat. 2000 100 Easement Vacation Area WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 WETLAND 4 WETLAND 3 WETLAND 2 WETLAND 1 WETLAND 4 WETLAND 4 WETLAND 4 WETLAND 11 E E E E E E E E E E E PROPANE TANK SS ROCK FLAG WELL E MAIL E E E CLVT CLVT E E C E E SCONTROL CLVT PROPANE TANK CLVT C TRAN SS ll>>>>> SCONTROL CLVT CLVT CLVT XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > >>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>N SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 11/05/2020 - 10:54amDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Exhibit - Phasing Plan\193804970 Phasing Plan 10-13-2020.dwgXrefs:, 193804970XSPV-PH 1, 193804970XSNO-PH 1, 193804970XSXW, 193804970XSXT, 193804970XSRD, 193804970XSST-PH 1, 193804970XSST - PH 3, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 2, 193804970XSPV - PH 3, 193804970XSST - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CONCEPT PLANM/I HOMESCORCORAN, MN 193804970 0 100 200 N 11/5/20 PHASE 2 PHASE 1 PHASE 3 PHASE 1 PHASE 3 PHASE 2 Page 1 of 3 STAFF REPORT Agenda Item: 8c. City Council Meeting: May 4, 2023 Prepared By: Natalie Davis McKeown Topic: Consider Amendment to Section 1030.010 of the Zoning Ordinance Action Required: Authorize 60-Day Review Deadline: N/A 1. Request: City staff recommends that the City Council authorize preparation of a Zoning Ordinance Amendment to Section 1030.010 of the Zoning Ordinance regarding administrative approvals of expansions of nonconforming structures. A variance request was approved by the City Council in 2022 for a deck improvement on a nonconforming structure that did not comply with setbacks. The proposed deck was no closer than the existing encorachment into the setback (and arguable was an improvement), but it added a deck that could not comply with the required setbacks on portions of the house that did not previously have a deck. Because the proposed expansion could not comply with the prevailing standards in the Zoning Ordinance, the request could not be administratively approved. Alternatively, expansions of a nonconforming structure that can comply with the Ordinance can be administratively approved. The Planning Commission identified increasing administrative approval capacity in this regards as a 2023 priority. Staff are now starting to see additional requests of a similar nature. Since the Planning Commission identified this as a 2023 priority, and the City Council appears open to allowing this type of expansion for nonconforming homes, staff proposes to amend the language in the Zoning Ordinance rather than proceed with additional variances. 2. Background: The City updated the nonconformities section in 2021 to include the following definition of “Expansion, Enlargement, or Intensification” (highlights added for emphasis): Any increase in a dimension, size, area, volume, or height; any increase in the area of use; any placement of a structure or part thereof where none existed before; any addition of a site feature such as a deck, patio, fence, driveway, parking area, or swimming pool; any improvement that would allow the land to be more intensely developed; any move of operations to a new location on the property; any increase in intensity of use based on a review of the original nature, function, or purpose of the nonconforming use, such as the hours of operation, traffic, parking, noise, exterior storage, signs, exterior lighting, types of operations, types of goods or Page 2 of 3 services offered, odors, area of operation, number of employees, and other factors deemed relevant by the City. Section 1030.010, Subd. 3(D) allows for the following administrative approval processes for the expansion of nonconforming structures (highlights added for emphasis): 1. Administrative Approvals The Zoning Administrator may approve the following expansions of legal nonconforming buildings and structures after a determination that the building expansion will have no external negative impacts upon adjacent properties or public rights-of-way, and subject to the provision of Corcoran City Code Section 1070.060, Subd 3.: a. Expansion of buildings found to be nonconforming only by reason of height, yard setback, or lot coverage area may be permitted provided the structural nonconformity is not increased and the expansion complies with the performance standards of the Zoning Ordinance. Therefore, requests to add decks on to a home that does not comply with a setback, even if the proposed deck is no closer to or further back from the property line than the existing structure, cannot be approved unless the proposed expansion complies with the setbacks. When the structure does not comply with a front setback, this can be particularly upsetting as many residents reasonably desire a front porch. Prior to the added definition of “Expansion, Enlargement, or Intensification,” the interpretation of the administrative approval process allowed nonconforming structures to expand as long as they did not get any closer to the property line. For example, when a house is setback only 35’, then it was allowable for a front porch to be added as long as the setback was no less than 35’. However, with the newly added definition, the prior interpretation does not seem to apply since “any placement of a structure or part thereof where none existed before” is considered an expansion, and the expansion must comply with the performance standards of the Zoning Ordinance. To allow these types of requests to be approved administratively moving forward, staff recommends the following changes to Section 1030.010, Subd. 3(D) by removing the stricken materials and adding the underlined materials as follows: a. Expansion of buildings found to be nonconforming only by reason of height, yard setback, or lot coverage area may be permitted provided the structural nonconformity is not increased and the expansion complies with the performance standards of the Zoning Ordinance. b. Expansion of buildings found to be nonconforming only by reason of yard setback may be permitted provided the proposed expansion is no closer to the property line than the existing structure. Page 3 of 3 If the Council only wants this type of expansion to be allowed for porches and decks, the language can be further refined to this effect. If staff determines a requested expansion is likely to result in negative outcomes to adjacent properties or public rights- of-way, staff is authorized to deny the expansion, so that is why staff is comfortable with the broader verbiage proposed as it may help to avoid unnecessary variance applications that are not foreseen at this time. Staff requests that the City Council direct staff to present the draft language at a public hearing at the June 1st Planning Commission for action at the June 22nd City Council meeting. 3. Recommendation Authorize staff to proceed with an amendment to Section 1030.010 of the Zoning Ordinance. STAFF REPORT Agenda Item: 9a. Council Meeting: May 11, 2023 Prepared By: Kathy Hughes Topic: City Logo New Design Action Required: Approval Summary On April 14, 2022, the City Council requested staff to write a proposal for simplifying the City of Corcoran’s current City logo. The City Council ultimately sets the vision of the community. A well-designed city logo creates a positive perception of the area to existing and future residents of our community. The logo will be: • Designed in harmony with the mission, vision, and values of the city. • Scalable up and down while remaining viewable. • Usable in color and black and white. • Not overly detailed. • Simple and professional. There are different paths to creating and designing a new city logo. Staff have provided three paths for Council to choose from: an online service graphic designer, an experienced graphic designer, and a student graphic designer. These are listed in no specific order. Design examples are included in this report. If the Council chooses, all design processes can allow community involvement. All paths provide a custom logo, full legal copyrights, and source image files for online and in print. The designers are as follows: • 99designs - Online Custom Logo website • Karen Kaul, Kaul Design Group – Experienced Graphic Artist • Kamryn Friedrich – Student Graphic Artist 99designs Provides crowdsourced graphic designs for logos, websites, and more. The company was founded in 2008 in Melbourne, Australia, and has a U.S. office in Oakland, California. 99designs is a platform to connect with web and graphic designers to create any type of design. One of their specialties is logo design. The City of Corcoran can run a logo design contest which means multiple designers create a logo idea or we can hire a freelance designer to create our logo. 99designs originally got its start with logo design contests and it has remained their main design content. Karen Kaul, Kaul Design Group Karen is the Creative Director at Kaul Design Group with 19 years of experience as a graphic designer specializing in logo mark/brand creation, website design, and document development. Karen has created multiple logos within Minnesota to include i94 West Chamber of Commerce, City of Spring Lake Park, Crow River Senior Center, and Riley Purgatory Bluff Creek Watershed District. Founded in 2008, Kaul Design Group is in Hanover and refers to themselves as a small design firm with big firm expertise. Kamryn Friedrich Kamryn is currently pursuing a degree in Arts Entrepreneurship with a mino r in Advertising and Graphic Design at the Minneapolis Col lege of Art and Design. Kamryn is set to graduate in May 2023. Kamryn has lived in most of her life and has a great appreciation for the city and community. Over the course of her education, Kamryn has gained professional experience in graphic design, social media management, photography, gallery cura tion, blog editing, and client relatio nship building. All graphic artists would provide 1-5 design options for Council to choose from, digital and print ready files, and ownership of the design. Financial/Budget Graphic Artist Estimated Cost 99design $299-$499 Karen Kaul $3,000-3,500 Kamryn Friedrich $3,250 Recommendation Staff recommends Council choose one of three graphic designer options provided. Council Action Direct staff on which graphic designer Council selects and authorizes staff to proceed with logo design. Attachments Logo design examples. (Documents available will be emailed to Council on Tuesday, May 9, 2023). 1. 99designs 2. Karen Kaul, Kaul Design Group 3. Kamryn Friedrich 99design Logo Examples Added Agenda Item: 9a1. KAUL DESIGN GROUP LOGO SAMPLES Added Agenda Item: 9a2. (Developed under contract for Barr Engineering) (Developed under contract for Barr Engineering as part of a team) Designed three separate , but coordinating identities for the REVIVA family of companies: - Engine Rebuilders Inc. - PrecisionBilt - Cizion Metal Engineering WORK SAMPLES KAMRYN FRIEDRICH CITY OF CORCORAN LOGO REDESIGN PROJECT Added Agenda Item: 9a3. open arms LOGO REDESIGN PROJECT I had the opportunity to collaborate with the non-profit organization Open Arms of Minnesota to develop ideas for their upcoming logo redesign project. I created a unique identity system for Open Arms that aimed to effectively communicate their unique offerings and the communities they represent. To achieve this, I replicated the emotive quality of “With a hug”, a slogan they often use to describe their services. I ensured that the brand identity system aligned with Open Arms’ vision, values, and business goals, while also considering the needs and perceptions of their target audience. The resulting brand identity system included visual elements such as a logo, color scheme, typography, and imagery, as well as messaging and tone of voice guidelines. OPEN ARMS IDENTITY SYSTEM open kitchen. open table. open hearts. open arms. KAMRYN FRIEDRICH CITY OF CORCORAN LOGO REDESIGN PROJECT PROJECT SUMMARY OPEN ARMS IDENTITY SYSTEM KAMRYN FRIEDRICH CITY OF CORCORAN LOGO REDESIGN PROJECT LOGO SUMMARY WelcomingPioneeringStrongNourishingGroundedVibrant open arms avenir next bold avenir next regular avenir next demibold open kitchen. open table. open hearts. open arms. Ut quaeriore, te et quam impel ium aut voluptatium ex erio blaborenis excerume voluptaque sandel inusandiciae porerovid magnatin pelitaque sim re doluptat. Ime audanimporem eris quis rerion cusam voluptas et hilis none omnimodi beat intibus es sequis quodici endelec turisim pediost ut latior rehent que volutatur? Con cus, te debitint, aute qui aliquis eate vel int mo cus et veratur? open arms open kitchen.open table.open hearts.open arms. open kitchen. open table. open hearts. open arms. primary logo secondary tagline primary tagline With a Hug APPLICATIONS The Open Arms Identity System project involved the creation of a comprehensive set of brand guidelines that encompassed various aspects of the brand’s visual and verbal identity. Along with this, I developed practical applications to demonstrate how the new identity system would operate in the real world. These applications were designed to showcase the brand’s identity across different mediums, and effectively communicate its core values and messaging to its target audience. By creating a strong and consistent brand identity, the Open Arms project aimed to establish a clear and recognizable brand image that resonates with its audience and reinforces its position in the market. OPEN ARMS IDENTITY SYSTEM KAMRYN FRIEDRICH CITY OF CORCORAN LOGO REDESIGN PROJECT APPLICATIONS SUMMARY LOGO DESIGN PROJECT I designed an imaginative city named Kam as my final senior project for my Advanced Graphic Design Seminar course. This involved developing distinctive brand guidelines, conducting extensive research on the history of government identity systems, and crafting various applications to showcase The City of Kam branding. Through this project, I honed my ability to apply a consistent design system across different surfaces, and also had the opportunity to incorporate my own personal interests into the work like a volleyball jersey and concert ticket.PrimaryTHE CITY OF KAM SecondaryKAM THE CITY OF KAMTertiary THE CITY OF KAM LOGO DESIGN PROJECT KAMRYN FRIEDRICH CITY OF CORCORAN LOGO REDESIGN PROJECT PROJECT SUMMARY KAMRYN FRIEDRICH CITY OF CORCORAN LOGO REDESIGN PROJECT Alfran Regular THE CITY OF KAM Futura Medium Designing a more beautiful, intentional world. Futura Book Cid et ut exeratiosam facipsundem rem ius, sa arcia sunt, tem acest quo voluptibus evenis simo coriorat in exerum iunt omnimus modias imaxima gnatur, sumqui odis dolupta enim earcium et enis apidem quiae eati veliqui vellorrorit dis derferuptia pe lantem arum etur reic tem demporp oritiatur? Optatur, ipsaere peribus ratum asit qui necerep eliquid qui omnisqui coneces temporiost, omnis dolor rem re dit et omnis nias dolorumqui beatem. Itae dolorerum res endes et volesequis ex ea sequi doluptur, imil ium rati dolor aut as velectem delestem isquassi incium lacessusant ommodit iatque volorest, ullabo. Piciis errorum eos aditis exerferem dolupta spedipsae pro eiciandes experem. Primary Secondary Logo Icon Set THE CITY OF KAM LOGO DESIGN PROJECTBRAND GUIDELINES SUMMARY KAMRYN FRIEDRICH CITY OF CORCORAN LOGO REDESIGN PROJECT APPLICATIONS SUMMARY THE CITY OF KAM LOGO DESIGN PROJECT APPLICATIONS Once the brand guidelines for The City of Kam were established, comprising a logo, color palette, and an icon set, the task of bringing the city’s identity to life was undertaken. As a part of this imaginative city project, I designed and created various applications that reflected the city’s identity. These applications included an Adopt-A-Highway sign, an event ticket, an informational document, a door hanger, and a team jersey design. STATEWIDE SURVEY INFOGRAPHIC For this project, I utilized my skills in information design and data visualization to create two comprehensive and easily understandable infographic reports based on a survey conducted by the Foundation for Essential Needs among 288 food shelves in Minnesota. The report aimed to provide insights into shoppers’ and managers experiences at food shelves and was designed to be disseminated statewide. I reviewed the work with over 15 advisory board members to ensure that the project met their approval and effectively conveyed its message. This project allowed me to apply my expertise in graphic design to create a valuable resource that can help inform and improve the experiences of shoppers and managers at food shelves in Minnesota. FOUNDATION FOR ESSENTIAL NEEDS: STATEWIDE SURVEY INFOGRAPHIC KAMRYN FRIEDRICH CITY OF CORCORAN LOGO REDESIGN PROJECT PROJECT SUMMARY KAMRYN FRIEDRICH CITY OF CORCORAN LOGO REDESIGN PROJECT CLIENT INFOGRAPHIC REPORT FOUNDATION FOR ESSENTIAL NEEDS: STATEWIDE SURVEY INFOGRAPHICFood Shelf Client Infographic Report KAMRYN FRIEDRICH CITY OF CORCORAN LOGO REDESIGN PROJECT FOUNDATION FOR ESSENTIAL NEEDS: STATEWIDE SURVEY INFOGRAPHICFood Shelf Manager Infographic ReportMANAGER INFOGRAPHIC REPORT KAMRYN FRIEDRICH CITY OF CORCORAN LOGO REDESIGN PROJECT CONTACT WEBSITE: www.kamrynfriedrich.com EMAIL: kamrynfriedrich@gmail.com STAFF REPORT Agenda Item: 9b. Council Meeting: May 11, 2023 Prepared By: Jessica Beise and Kevin Mattson Topic: Financial Guarantee Policy Action Required: Direction Summary At the April 27th meeting, Council discussed close out of projects and had a policy discussion which provided guidance to staff to take a more proactive approach in finalizing development projects. As part of that discussion, financial guarantees were a topic and staff was provided some direction related to creation of a policy to address the release of financial guarantees. The current ordinance addresses financial guarantees for the project as a whole and the financial guarantees that come as a development project goes into the warranty period. The ordinance doesn’t address the period in between when work is being completed. The City should retain enough security to complete the value of work needed within the development. Due to timing of projects, there may be times when the surety amounts do not match the amount of funds needed to complete outstanding work. The draft policy outlines a process to review and address requests for reductions below the typical threshold amounts outlined in the contract documents. Such reductions will be considered on a case-by-case basis by the City Council, at the request of an applicant. The City Council retains the ability to analyze the request and make reductions as warranted. As this policy is implemented, staff will review existing developments for compliance with the policy. Financial/Budget N/A Options 1.Adopt the Financial Guarantee Policy. 2.Amend the Financial Guarantee Policy. 3.Decline to adopt the Financial Guarantee Policy. Recommendation Staff recommends adopting the Financial Guarantee Policy. Council Action Consider a motion to adopt the Financial Guarantee Policy. Attachments 1.Financial Guarantee Ordinance 2.Financial Guarantee Policy Financial Guarantee Policy Purpose As part of development, financial guarantees are required. As work is completed, staff is empowered to reduce financial guarantees in accordance with the Development Contract and the City’s Financial Guarantee requirements as outlined in section 960.050 of the City Code. If an applicant/surety provider would like further reduction, the City Council must analyze the request to protect the financial interest of the City. Process The applicant/surety provider may request reductions in financial guarantees below the requirements of the Development Contract. The council will review those requests on a case-by-case basis. The council will analyze the request to ensure that the City retains the proper amount of surety based on the value of outstanding work and remaining development obligations. Staff will bring to Council a status report one year post wear course pavement installation. STAFF REPORT Agenda Item: 10a. Council Meeting: May 11, 2023 Prepared By: Maggie Ung Topic: Fund Transfers Action Required: Approval Summary As part of the 2022 audit, staff is recommending the transfer of funds. Staff will provide the details of the transfers prior to the Council Meeting on May 11, 2023. Financial/Budget Previous years had recorded expenditures and revenues within the incorrect funds, such as the general fund. Therefore, 2022 general fund will show an overbudget of expenditures and revenues for Transfer In and Out. Options 1. Approve Resolution 2023-42 Authorizing Transfer of Funds. 2. Amend Resolution 2023-42 Authorizing Transfer of Funds. 3. Decline Resolution 2023-42 Authorizing Transfer of Funds. Recommendation Approve Resolution 2023-42 Authorizing Transfer of Funds. Council Action Consider a motion to approve Resolution 2023-42 Authorizing Transfer of Funds. Attachments 1. Resolution 2023-42 Authorizing Transfer of Funds City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-42 Page 1 of 2 Motion By: Seconded By: A RESOLUTION AUTHORIZING TRANSFER OF FUNDS WHEREAS, the City of Corcoran has planned for transferring monies between funds for proper allocation of resources; and WHEREAS, monies need to be allocated to their respective funds for current and future needs; and WHEREAS, the transfers are as follows: Transfer From Transfer To Amount DescripƟon Shannon Lane Bridge Replacement Fund (417) Pavement Management Fund (408) $0.20 Shannon Lane Fund 417 was closed out in 2019. Transfer remaining balance to Pavement Management Fund 408 General Fund (100) Stormwater Fund (651) $15,000 2019 Budgeted Amounts that were not transferred in 2019 General Fund (100) Stormwater Fund (651) $15,000 2021 Budgeted Amounts that were not transferred in 2021 General Fund (100) Capital Improvement Fund (416) $200,000 2021 Budgeted Amount that were not transferred in 2021 General Fund (100) City Hall Remodel Fund (400) $20,000 2021 Budgeted Amount that were not transferred in 2021 Long‐Term Planning Fund (101) Long Range Planning Fund (401) $403,779.74 Transfer from general fund appropriaƟon to capital project fund appropriaƟon due to purpose of funds to be used in future projects. General Fund (100) City Community Events Fund (202) $11,467.87 Transfer funds to move K‐9 expenses and uniforms to general fund. Going forward, these expenses will come out of General Fund as yearly operaƟng costs. City Community Events Fund (202) Police Reserves Fund (201) $4,575.00 Transfer 2021 misapplied receipt to Police Reserves fund. This was regarding a Police Reserve donaƟon. General Fund (100) Firearm Safety Fund (204) $13,250.00 2021 insurance reimbursement misapplied to General Fund. Replacement trailer was expensed in Firearm Safety Fund. General Fund (100) Long Range Planning Fund (401) $65,217.00 AŌer budgeted fund transfers, 2021 has surplus of $434,785. Transfer of 15% for 2021 surplus is recommended by staff. This will assist in any future projects that the City may have and decrease bond issuance cost in the future. General Fund (100) Pavement Management Fund (408) $65,217.00 AŌer budgeted fund transfers, 2021 has surplus of $434,785. Transfer of 15% for 2021 surplus is recommended by staff. This will help plan for future road improvements and decrease bond issuance cost in the future. Revised Agenda Item: 10a1. City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-42 Page 2 of 2 NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Corcoran that the above funds be transferred. McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 11thth day of May, 2023. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Michelle Friedrich – City Clerk City of Corcoran May 11, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-42 Page 1 of 1 Motion By: Seconded By: A RESOLUTION AUTHORIZING TRANSFER OF FUNDS WHEREAS, the City of Corcoran has planned for transferring monies between funds for proper allocation of resources; and WHEREAS, monies need to be allocated to their respective funds for current and future needs; and WHEREAS, the transfers are as follows: Transfer From Transfer To Amount Description NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Corcoran that the above funds be transferred. McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 11thth day of May, 2023. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Michelle Friedrich – City Clerk City of Corcoran 2023 City Council Schedule Agenda Item: 14. Below is a tentative schedule for City Council meetings. The items and schedule are subject to change. May 25, 2023 •Proclamation – National Public Works Week •CR 116 & Hunters Ridge Turn Lane Improvements – Award Bid •Hope Site EAW •PUD Ordinance Amendment •Park Signs Plan •Development Superitendent Job Description •Seasonal Maintenance Worker Job Description •Planning Project Update •THC Regulations Legislative Update •Juneteenth Holiday Legislative Update June 8, 2023 •2024 Budget Goals and Priorities •Schedule Budget Work Sessions •Street Light Policy Discussion •Organics Recycling Requirements June 22, 2023 •Progess Report – 2023 Goals and Measurables •Planning Project Update July 13, 2023 Work Session (Tentative) •Draft 2024 Budget July 13, 2023 •Mid-Year Code Enforcement – Add November Report Next •Draft 2024 Budget July 27, 2023 •Planning Project Update August 10, 2023 •Draft 2024-25 CIP and Pre Orders •Draft 2024 Budget August 24, 2023 •Planning Project Update September 12, 2023 – Annual Charter Commission Meeting Page 2 of 2 • 4 Year Mayoral Term (Staff) • Voter Information Information (Staff) • Terms and Appointments (Staff) • Stagger Commission Terms (Guenthner) • Ward Information (Tucker) • Joint Council Meeting (Staff) September 14, 2023 • Preliminary Budget and Levy • Levy Insert September 28, 2023 • Progess Report – 2023 Goals and Measurables • Planning Project Update October 12, 2023 • October 26, 2023 • Planning Project Update Additional Future Meetings