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HomeMy WebLinkAbout2021-03-25 Council Agenda PacketCorcoran City Council Agenda March 25, 2021 - 7:00pm 1.Call to Order / Roll Call 2.Pledge of Allegiance 3.Agenda Approval 4.Commission Representatives* 5.Open Forum – Public Comment Opportunity 6.Presentations/Recognitions a. Years of Service Award – Clyde Bechtold, 30 Years b. Resolution Honoring Jeff Dickman – Planning Commission* 7.Consent Agenda a. Draft Minutes of March 11, 2021 Council Meeting* b. Financial Claims* c. Finance Agreement Transfer – Napa* d.Interim Use Permit for a Conditional Home Occupation License and Conditional Use Permit for Sidewall Height for a Detail Shop at 23405 County Road 30* e.Request for City Council Acknowledgement Conditions of Resolution 85-5 Approving Final Plat of Meadow Trails Have Been Met* 8.Planning Business a.Final Plat and Final Planned Unit Development Plan for Tavera* b.Public Hearing – Easement Vacation for Fehn Meadows* 9.Unfinished Business – Public Comment Opportunity a.Northeast Corcoran Water Supply Planning* 10.New Business – Public Comment Opportunity a.Full Time Police Officer Job Offer* b.County Road Trail Feasibility Study* c. Charter Commission Appointment* 11.Staff Reports a.Active Corcoran Planning Applications* b.Pandemic Response Update 12. 2021 City Council Schedule* 13.Adjournment *Includes Materials - Materials relating to these agenda items can be found in the House Agenda Packet book located by the entrance. The complete Council Agenda Packet is available electronically on the City website at www.corcoranmn.gov. Due to the COVID-19 health pandemic, the City Council’s regular meeting place is not available and is not open to the public. Pursuant to Minnesota Statute 13D.021 the one or more members of the City Council may participate by telephone or other electronic means. Meeting Held Via Telephone/Other Electronic Means Call-in Instructions Call: +1 312 626 6799 US Enter Meeting ID: 890 1242 8897 Press *9 to speak during the Public Comment Sections in the meeting. Video Link and Instructions: https://us02web.zoom.us/j/89012428897 visit http://www.zoom.us and enter Meeting ID: 890 1242 8897 Participants can utilize the Raise Hand function to be recognized to speak during the Public Comment sections in the meeting. Participant video feeds will be muted. For more information on options to provide public comment visit: www.corcoranmn.gov STAFF REPORT Agenda Item 4. Council Meeting: March 25, 2021 Prepared By: Brad Martens Topic: Commission Representatives Action Required: None – Informational Summary: The advisory commission representatives for the March 25th Council meeting are as follows: • Planning Commission: Meredith Wu • Parks and Trails Commission: Tom Anderson Financial/Budget: N/A Council Action: N/A Attachments: N/A City of Corcoran March 25, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-XX Page 1 of 1 Motion By: Seconded By: A RESOLUTION HONORING OUTGOING COMMISSIONER JEFF DICKMAN WHEREAS, Jeff Dickman was appointed to the Planning Commission beginning September 13, 2018; and WHEREAS, Jeff Dickman has provided valuable service on the Planning Commission for the City of Corcoran and has elected to end his service following the expiration of his term on February 28, 2021; and WHEREAS, during his service on the Planning Commission, Jeff assisted in reviewing dozens of land use applications, assisted in ordinance updates related to animals, southeast district design guidelines, development rights program, open space & preservation, park dedication, as well as assisted in adopting the 2040 Comprehensive Plan; and WHEREAS, the City of Corcoran recognizes the time, energy, dedication, and leadership provided by Jeff Dickman. NOW, THEREFORE BE IT RESOLVED, that the City Council of Corcoran hereby honors Jeff Dickman for his distinguished service on the Planning Commission for the City of Corcoran. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Thomas, Manoj Thomas, Manoj Whereupon, said Resolution is hereby declared adopted on this 25th day of March 2021. ________________________________ Tom McKee - Mayor ATTEST: City Seal ____________________________________ Jessica Beise – Administrative Services Director Agenda Item 6b. CITY OF CORCORAN City Council Meeting Minutes March 11, 2021 - 7:00 pm The Corcoran City Council met on March 11, 2021, in Corcoran, Minnesota. Pursuant to Minnesota Statute Section 13D.021 and due to the COVID-19 pandemic, the City Council meeting was held remotely through electronic means using the audio and video conferencing platform Zoom. Mayor McKee was present at City Hall and present via telephonic or other electronic means were Councilor Bottema, Councilor Nichols, and Councilor Schultz. Councilor Thomas was excused. Also present were City Administrator Martens, Administrative Services Director Beise, Public Works Director Mattson, Public Works Director of Public Safety Gottschalk, and City Planner Lindahl via telephonic or other electronic means. 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 Martens reviewed the Open Forum and Public Comment Opportunities scheduled during the meeting. MOTION: made by Bottema, seconded by Nichols to approve the agenda as presented. Voting Aye by Roll Call Vote: McKee, Bottema, Nichols, and Schultz (Motion carried 4:0) 4.Commission Representatives Mayor McKee noted Planning Commissioner Vehrenkamp and Parks and Trails Commissioner Christenson were present via telephonic or other electronic means. Mayor McKee invited Commissioner Vehrenkamp and Commissioner Christenson to speak on relevant agenda items. 5.Open Forum (Public Comment Opportunity) Mayor McKee invited residents to communicate telephonically during the Open Forum discussion for items not included on the agenda. Administrative Services Director Beise explained the instructions to participate in the meeting via the Zoom video format and reviewed instructions for participation in the meeting through telephone or computer. No residents participated in the Open Forum. 6.Presentations/Recognitions a.Planning Commission Annual Report Planning Commissioner Chair Jacobs presented the 2020 annual report, review of 2021 priorities, and discussed possible Council and Planning Commission work sessions in the future. Council thanked the Planning Commission for all the work completed in reviewing all City planning items throughout the year. Council noted the need to review the PUD ordinance, incorporating more natural development, and keeping future developments within the rural character of the City. b.Parks and Trails Commission Annual Report Parks and Trails Commissioner Meister presented the 2020 annual review, and review of 2021 priorities. Council thanked the Parks and Trails Commission for all their work completed in reviewing of park items throughout the year. Council and Commissioner Meister discussed maintenance of winter trails, and cost of equipment, and future trail needs and preservation. Council asked for Parks and Trails Commission input on needs regarding land versus funds for park dedication, and how all the land dedication portions are connected in future parks and trails vision. 7.Consent Agenda a.Draft Minutes of February 25, 2021 Council Meeting Agenda Item 7a. 2 b. Financial Claims c. Pay Request #4 – City Hall Remodel Council requested item 7a. be considered separately for further discussion. MOTION: made by Schultz, seconded by Bottema to approve the consent agenda items 7b. and 7c. as presented. Voting Aye by Roll Call Vote: McKee, Bottema, Nichols, and Schultz (Motion carried 4:0) Council discussed item 7a. Draft Minutes of February 25, 2021 Council Meeting and requested two changes in the 8c. section related to driveway size and daily trips . Staff noted the update and correction. MOTION: made by Nichols, seconded by Bottema to approve the consent agenda item 7a. Draft Minutes of February 25, 2021 Council Meeting as amended. Voting Aye by Roll Call Vote: McKee, Bottema, Nichols, and Schultz (Motion carried 4:0) 8. Planning Business No planning business was heard. 9. Unfinished Business (Public Comment Opportunity) Mayor McKee invited residents to communicate telephonically during the Public Comment opportunity for New Business items included on the agenda. Administrative Services Director Beise explained the instructions to participate in the meeting via the Zoom video format and reviewed instructions for participation in the meeting through telephone or computer. No residents participated in the Public Comment opportunity. a. Code Enforcement Violation – Westside Tire City Planner Lindahl outlined the Westside Tire code enforcement violation history, and the parcels owned on 19950 75th Avenue and 19925 75th Avenue. City Planner Lindahl noted the business operations are located on north lot, and outdoor storage on the south lot. City Planner Lindahl noted the property on the north is zoned C1 Neighborhood Commercial and includes an approved 8,000 sq ft building, however no outside storage was allowed. City Planner Lindahl reviewed the south parcel is zoned I-1 Light Industrial. City Planner Lindahl noted enforcement efforts regarding outdoor storage. City Planner Lindahl outlined applicant request for outside storage and parking on the south lot, and a text amendment to the I-1 District standards allowing the I-1 parcel as principal use. City Planner Lindahl noted the applicant’s request has not allowed anywhere else in the City. City Planner Lindahl noted applicant would also like flexibility from screening and parking code requirements. City Planner Lindahl indicated other business owners have expressed interest in the same flexibility regarding screening and parking requirements and Council discussion may need to consider implications of the request in relation to other businesses. City Planner Lindahl outlined the site plan and Interim Use Permit (IUP), or Conditional Use Permit (CUP), with the possible text amendment and noted the necessity of ensuring resolution of code enforcement issues at Westside Tire. City Planner Lindahl outlined the concept plan for the south parcel and reviewed the parking lot area, and gravel, outdoor storage area proposed, with employee parking located in the south parcel, with the current violation area of the north parcel planned for customer parking. City Planner Lindahl noted the screening requirements for all outside storage and streets. City Planner Lindahl noted the history of application fees and discussed expectation of timelines with approval of a text amendment. Council discussed past conversations with applicant, history of the code violation, and asked for identification of plan and why it is a positive plan. Council asked applicant on loading and unloading area, and which gravel area is specified for unloading trailers while work is being completed. Council addressed the seven blocked spaces created by the semi-truck unloading area and applicant noted parking is for employees. Council noted general support of employee parking on the south parcel and moving storage behind a fence on the south parcel as well, and the uniqueness of the property being divided by a road. Council inquired about the partial fence on two sides of the storage area and asked applicant to review screening of storage. Applicant noted screening from two roads while allowing the 3 snowmobile trail to remain unrestricted on the south of parcel. Applicant indicated there would be gate from paved area of parking lot to the gravel area, and that the fences would intersect. Council asked if the property to the east is screened along the parking lot area along the east side of the south parcel. City Planner Lindahl noted City code requires fences to screen storage areas, and landscaping with a height of at least three feet to screen parking. Council noted need for landscaping along parking lot area on the east side of proposed parking lot. Council reviewed the next steps in the process and discussed not adding new storage allowances in commercial if it can be placed in industrial instead as interim or conditional uses versus principal uses. Council noted the differences in interim use permits and conditional use permits. City Planner Lindahl defined principal use, interim use, and conditional use, regarding the storage area amendment reflected on the light industrial parcel. Council noted allowing a CUP and if a future similar request is submitted, setting a precedent for future allowed uses in similar circumstances. City Administrator Martens clarified the CUP determines each parameter for the permit and indicated the uniqueness of the property across the street being included in the permit parameters and noted sunset clauses that could exist on an IUP, such as business purchased by another business, or if parcel on south is split from original owner. Council discussed screening options on the preliminary site and deviations from the code requirements. City Planner Lindahl noted the current concept plan presented does not comply with minimum code requirements in either the parking lot or storage area. City Planner Lindahl clarified the landscaping requirements around parking lots and required screening, such as fencing, outside the perimeter of storage areas. City Planner Lindahl noted the necessity of further Council discussion if Council decision is leaning toward moving away from existing code for the current application. City Planner Lindahl noted previous applications adhered to code requirements regarding parking lot landscaping and storage area screening. City Administrator Martens reviewed additional fencing on the west side, with a condition if snowmobile trail no longer passed through the southern portion. City Planner Lindahl noted Council could modify code, this existing application would require a variance, and noted this application is variation from the standard from other uses. Council commented on the snowmobile trail location being inconsistent based on landowner’s future decisions and could affect the outcome of having something outside of the applicant’s control. Council inquired about a fenced, enclosed area within the southern parcel, not in the snowmobile trail area. Applicant noted snow removal is difficult in an enclosed area. Council discussed a three-sided fence, with an approved storage area to avoid conflicts with snow removal and allowing for snowmobile trail to remain intact. Council reviewed the semi-truck unloading and loading area driving surfaces and addressed driving from partial gravel and then onto a public roadway. City Planner Lindahl noted a staff analysis has not been completed on the application as the materials were submitted after the packet and includes several challenges including setbacks and larger curb cuts. City Planner Lindahl noted there are site plan items that will need further discussion. Council asked if a 50 ft setback exists near parking on north side on the main site. City Planner Lindahl noted in 1988 the 50 ft setback was not a requirement but is a current compliance requirement for new businesses. Council and staff discussed conforming an d non-conforming buildings regarding landscaping and screening. Council inquired moving the paved parking within the fence, so no landscaping would be necessary. Council and staff discussed the number of useable parking spaces. Council noted gravel versus non-gravel parking options in the commercial district and concluded further discussions are necessary regarding paved or gravel parking lots. Council noted the gravel parking lots create issues for public roads dragging dirt and gravel onto through the dis trict. Council mentioned historically width opening of driveways were constricted as a traffic control safety function. City Administrator Martens noted new business’ primary parking lots ideally should be paved to save wear on public roads and infrastructure. City Planner Lindahl noted an application is necessary to apply for a zoning ordinance text amendment to write a new code, with the site plan IUP application second. Council reviewed cost of ordinance review and updates if there are things that can be combined, and if opportunities exist to utilize cost saving options. Council and staff discussed staff costs, the cost in drafting and researching the ordinance, preparing for work session, and meeting. City Administrator Martens noted staff would touch base with applicant on next processes. 4 b. 66th Avenue/Gleason Parkway Corridor Improvements – Accept Plans/Specs and Authorize Bids Public Works Director Mattson outlined the 66th Avenue/Gleason Parkway corridor improvements and noted the history of the corridor project, the complicated crossing with the wetlands and existing roadway, and land easement acquisitions. Public Works Director Mattson noted the specific parcel area that will become a stormwater pond in the southwest quadrant for flood storage mitigation. Public Works Director Mattson noted trails on both sides of the corridor, the single median location, and noted the corridor design is required for completion of the Ravinia project. Public Works Director Mattson reviewed the Park Trail cul-d-sacs will remain gravel, with bituminous aprons, with the water main and utility stubbed appropriately toward County Road 116. Public Works Director updated Council on easement negotiations and permits currently underway including an anticipated agreement with Tavera, for corridor funding. Council noted the initial neighborhood meeting regarding the corridor. Public Works Director Mattson recapped the neighborhood feedback and if turn lanes would be included for County Road 116, landscaping, if residents could connect to city sewer and water, and could the road eventually be paved were some of the questions raised by residents. Public Works Director Mattson noted all factors were included in design, but the goal of the design compl ies with the requirements for the Ravinia development. Public Works Director Mattson noted another meeting will be scheduled for the neighborhood to update residents with specific details of the corridor. Public Works Director Mattson also noted there is not a turn lane signal planned off County Road 116 onto Gleason Parkway, and is dictated by Hennepin County. Public Works Director Mattson noted the turn lane signal is planned as a future improvement, as no funding will be provided by Hennepin County. Council and staff discussed traffic volume and how turn lanes are prioritized within intersections by Hennepin County. Commissioner Vehrenkamp noted Maple Grove history regarding signaled intersections and cost management of signaled intersections. Council discussed the Diamond Lake Regional Trails connecting to the Ravinia development trails through the Gleason Parkway corridor and noted the absence of a signal at the intersection of Gleason Parkway and County Road 116 creates a future safety need. City Administrator Martens noted Maple Grove funding of intersections in past with Hennepin County, and discussions with the County have been ongoing with the City. City Administrator Martens noted a County Road feasibility study is upcoming. Council and staff discussed the tunnel and overhead bridges. Public Works Director Mattson clarified through easement acquisitions, turn lane shoulders are being planned for, boulevards are being setup for and future improvements. MOTION: made by Schultz, seconded by McKee to accept plans and specifications, and authorize bidding for the 66th Avenue/Gleason Parkway Corridor Improvements with bid opening on April 13, 2021. Voting Aye by Roll Call Vote: McKee, Bottema, Nichols, and Schultz (Motion carried 4:0) c. Appraisal Report – City Center Drive and 79th Place Improvements Feasibility Study City Administrator Martens reviewed the in-process feasibility study status for the City Center Drive and 79th Place improvements. City Administrator Martens reviewed the finance plan for City Center Drive and 79th Place and noted the finance plan could include municipal state aid, special assessments, and bonding. City Administrator Martens also noted potential assessments to 7801 Maple Hill Road, and 7900-7938 County Road 116, and reviewed the appraisal reports needed to determine potential assessments. MOTION: made by McKee, seconded by Nichols to authorize staff to obtain an appraisal report from Nagell Appraisal and Consulting for properties located at 7801 Maple Hill Road, 7900 County Road 116, 7916 County Road 116, and 7938 County Road 116, not to exceed $2,000. Voting Aye by Roll Call Vote: McKee, Bottema, Nichols, and Schultz (Motion carried 4:0) d. Purchase Agreement Amendment – PID 12-119-23-22-0001 City Administrator Martens reviewed the purchase agreement approved in the 2020 future well/treatment site. City Administrator Martens outlined the amendments include extending the closing 5 deadline to May 14, 2021 due to the timing of the original agreement. The next steps included finalizing the legal description in Exhibit A, and finalizing the purchase price of $128,921.60 , at 3.4 full acre parcel, including loss of access discount in purchase price, in Exhibit B. MOTION: made by McKee, seconded by Schultz approving amended purchase agreement and Resolution 2021-19 Authorizing the Mayor and City Administrator to Execute All Documents Necessary to Facilitate the Closing of the Purchase of a Subdivided Portion of PID 12-119-23-22-0001 and Further Authorize the Administrator to Wire Funds. Voting Aye by Roll Call Vote: McKee, Bottema, Nichols, and Schultz (Motion carried 4:0) 10. New Business (Public Comment Opportunity) Mayor McKee invited residents to communicate telephonically during the Public Comment opportunity for New Business items included on the agenda. City Administrator Martens 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. 2021 Mission, Vision, Values, Core Strategies, and Short-term Goals City Administrator Martens reviewed the 2021 mission, vision, values, core strategies and short-term goals. City Administrator Martens noted the amended vision statement, re-affirmed the mission and the value statements noting the revision of the transparency statement, and reviewed Council additions and priorities to the core strategies, short-term goals, and action steps. Council discussed action steps and meeting needs in another way regarding business exposure in the newsletter and discussed advantages and disadvantages of including advertising in the newsletter. City Administrator Martens noted staff will review options for highlighting Corcoran businesses in the newsletter for Council review at a future meeting. Council reviewed the City’s role in community events, and different opportunities for Council to participate in on a smaller scale regarding community events. Council reviewed actions steps for community amenities and recreational opportunities. Council discussed the priority items regarding City growth and noted tax relief in the residential sector is a priority and increasing the commercial business sector should continue to be focus. Council and staff reviewed priorities and action steps for municipal services. Council discussed revenue franchise fees, or other funding options to support future road improvements and needs in City. MOTION: made by McKee, seconded by Bottema adopting the 2021 Mission, Vision, Values, Core Strategies, and Short-Term Goals as amended and presented. Voting Aye by Roll Call Vote: McKee, Bottema, Nichols, and Schultz (Motion carried 4:0) b. MS-4 Stormwater Permit Work Plan Public Works Director Mattson reviewed the MS4 Phase 2 General Permit and explained the permit requirements for cities to hold this permit. Public Works Director Mattson noted potential policy and budget implications and addressed the high priority items due April 15, and the low priority items due in the summer of 2022. Public Works Director Mattson reviewed the 2021 allocated budget funds of $15,000 for the MS-4 permit and noted an additional $5,000 could potentially be necessary in the 2021 budget to cover unanticipated, original permit requirements. Public Works Director Mattson also noted a request for workload and resource assistance from the watershed, and a Watershed TAC meeting has been scheduled to discuss the request. Council asked for clarification of what the costs cover. Public Works Director Mattson clarified the amount reflects the new projected amount per MS4 permit requirements, to complete the high and low priority permit requirements. Public Works Director Mattson explained budget expenses above the $20,000 amount are dependent on Council’s proposed compliance measures for the summer of 2022. Public Works Director Mattson noted staff would obtain additional estimates for budget implications based on Council direction if needed. MOTION: made by Bottema, seconded by McKee to approve Wenck/Stantec to complete the MS4 Stormwater permit work plan as present with and amended budget increase of $5,000 from $15,000 to $20,000. Voting Aye by Roll Call Vote: McKee, Bottema, Nichols, and Schultz 6 (Motion carried 4:0) c. Work Session Schedule City Administrator Martens reviewed the upcoming dates and items for future Council work session meetings, on March 25, April 8, and April 22, to review residential zoning district ordinance updates, staff planning and compensation philosophy, and residential zoning district updates . City Administrator Martens noted additional meetings may be necessary, and Mayor McKee may call any additional meetings necessary. Mayor McKee called the meetings on March 25, April 8, and April 22 as outlined. Councilmember Bottema noted his absence at the April 8 meeting. Council consensus was to schedule additional work sessions as needed and determined at a future Council meeting. d. Charter Commission Appointment Process City Administrator Martens noted Minnesota Statute requires at least seven commissioner seats in a Charter Commission and currently Corcoran has six commissioners, creating the need to appoint at least one commissioner to the Charter Commission. City Administrator Martens noted up to 15 commissioners are allowed on a Charter Commission. City Administrator Martens also outlined the benefits of appointing more than one commissioner to the Charter Commission to ensure a quorum. City Administrator Martens noted the process of appointment by Council along with required approval by a district judge for approval for the filled seat(s) on the Charter Commission. City Administrator Martens noted previous Charter Commission discussions to include nine commission seats. Council discussed the number of commissioners, options for appointing commissioners to the various City commissions and referred to past practices. Council discussed the conflict of interest with Councilmembers sitting as an active commissioner on the Charter Commission and on the Council, and past practice for councilmember and commissioner seats. Council discussed reviewing future applications for the Charter Commission individually and then review appointments during a Council meeting, versus one or two councilmembers reviewing the applications and presenting one or two commissioner candidates to Council. Council noted the Charter Commission applicant process is different than the recent process in reviewing applications for the Planning Commission seat. Council discussed the community perception of an elected Councilmember serving on both the Charter Commission and on the City Council. Council consensus was to maintain the same review process for Charter Commission applications as utilized in past practice for the Planning Commission, with two councilmembers reviewing the applications, and presenting applicants to Council at a future meeting. Council also requested all commission applications be supplied to each Councilmember for review. 11. Staff Reports a. K9 Program Update Director of Public Safety Gottschalk updated Council on the K9 Program. Director of Public Safety Gottschalk noted the K9 Officer, Zeke, is currently residing in a facility in Corcoran, is healthy, and will continue K9 training at the McDonough Canine Academy spring class without a handler. Director of Public Safety noted it is in K9 Officer Zeke’s best interest to be reacclimated to law enforcement practices. Director of Public Safety Gottschalk noted a handler will attend with K9 officer Zeke in the fall class in August 2021. Council requested a veterinarian visit prior to the K9 class. Director of Public Safety Gottschalk noted K9 Officer Zeke recently visited the veterinarian and received a full physical with all medical needs addressed as recommended by the veterinarian. b. 2021 Assessment and Board of Appeal and Equalization Report City Administrator Martens noted the highlight of 100 million dollars in new construction housing last year in Corcoran, doubling the prior total. City Administrator Martens mentioned the increase in market values in various types of properties and discussion at future meeting regarding the local board of appeal and values assessed in the report. Council noted industrial and commercial increases, with vacant business due to COVID last year were interesting. City Administrator Martens noted the value increases have continued for three years in a row. c. Pandemic Response Update Director of Public Safety Gottschalk updated Council on vaccinations to date in Minnesota are 642,000. Director of Public Safety Gottschalk noted working with virus has been challenging with marginal impacts to staffing with exposure to officers on the street. City Administrator Martens updated 7 Council on remodel status with possible date for Council Chambers to re-open in early May. Council and staff discussed vaccination and implications of working with other employees without having to wear masks. Director of Public Safety Gottschalk noted not all employees have received the vaccination, as some officers did not want the vaccination, and some office staff were not eligible to receive the vaccinations. 12. 2021 City Council Schedule City Administrator Martens reviewed upcoming Council items and noted a full Council schedule over the upcoming months. Council noted fire department reports at the April meeting and if item should be moved to a meeting where the full Council is present. 13. Adjournment MOTION: made by McKee, seconded by Schultz to adjourn. Voting Aye by Roll Call Vote: McKee, Bottema, and Schultz Abstain: Nichols (Motion carried 3:0:1) Meeting adjourned at 10:20 pm. ________________________________ Michelle Friedrich – Deputy Clerk Agenda Item7b. Council Meeting Date:3/25/2021 FINANCIAL CLAIMS Prepared By:jrotz CHECKRANGE Agenda Item: 7b.FUND #500 ESCROW CLAIMS Paid toAmountProject name 500-20469$106.50LANDFORM - Ravinia 15th FP, PUD, FPUD 20-033 500-20497$741.00LANDFORM - Karineimi FP 20-036 500-20209$376.00LANDFORM - Orth Solar C of C 20-038 500-20332$1,313.50LANDFORM - Tavera FP and FPUD 20-042 500-20485$1,579.50LANDFORM - Tessmer FP 20-043 500-20215$495.50LANDFORM - Henn ADU IUP 20-045 500-20216$495.50LANDFORM - Kariniemi Variance 20-046 500-20490$6,275.50LANDFORM - Cook Lake Highlands RZ PP PUD 20-047 500-20217$1,242.50LANDFORM - Wright Hennepin Substation 20-048 500-20482$189.50LANDFORM - NELSON TRUCKING CUP, SP, VAR 20-022 500-20436$71.00LANDFORM - Bellwether 5th FP and Final PUD 20-024 500-20488$568.00LANDFORM - Rush Creek Reserve FP and FPUD 20-030 500-20222$1,735.50LANDFORM - SCHERBER MINI STORAGE CONCEPT PLAN 21-002 500-20224$1,207.00LANDFORM - LARSON IUP FOR CHOL 21-003 500-20223$821.25LANDFORM - NAPA CUP AND SP 21-004 500-20459$423.00LANDFORM - REFUGE AT RUSH CREEK VACATION 21-005 500-20226$527.00LANDFORM - THARP LOT LINE ADJUSTMENT 21-006 500-20477$532.50LANDFORM - SCHERBER CUP AND SP 21-007 500-20332$302.00LANDFORM - MEADOW TRAILS 2ND ADDITION PP VAR FP 21-009 500-20219$398.25LANDFORM - KROMINGA VARIANCE 21-010 500-20438$1,389.02WENCK ASSOCIATES, INC. - Bass Lake Crossing M/I Home 17-012 Engineering 500-20423$199.25WENCK ASSOCIATES, INC. - Bass Lake Estates Sketch PUD 17-015 500-20224$697.50WENCK ASSOCIATES, INC. - Larson Wetland Review 500-20497$101.25WENCK ASSOCIATES, INC. - KARINIEMI LOT SPLIT 500-20485$371.25WENCK ASSOCIATES, INC. - TESSMER WCA 500-20477$580.75WENCK ASSOCIATES, INC. - Scherber HWY 55 500-20223$1,423.75WENCK ASSOCIATES, INC. - NAPA 500-20436$7,256.83WENCK ASSOCIATES, INC. - Pulte Development Infrastructure 500-20332$6,647.00WENCK ASSOCIATES, INC. - Wessel Project Offsite Utilities 500-20490$3,340.00WENCK ASSOCIATES, INC. - Cook Lake - Schommer 500-20332$15,770.00WENCK ASSOCIATES, INC. - Lennar Tavera Development 500-20482$141.00WENCK ASSOCIATES, INC. - NELSON TRUCKING 500-20488$7,883.25WENCK ASSOCIATES, INC. - Rush Creek Reserve 500-20332$135.00WENCK ASSOCIATES, INC. - Lennar Tavera Development 500-20480$120.00WENCK ASSOCIATES, INC. - CITY OF CORCORAN NELSON TURN LANE 500-20485$210.00WENCK ASSOCIATES, INC. - TESSMER WCA 500-20217$427.50WENCK ASSOCIATES, INC. - Wright-Hennepin Substation 500-20209$1,293.75WENCK ASSOCIATES, INC. - Ohrt Solar 500-20490$678.75WENCK ASSOCIATES, INC. - Cook Lake Highlands 500-20488$236.25WENCK ASSOCIATES, INC. - Rush Creek Reserve Wetland Bank 500-20471$16,052.75WENCK ASSOCIATES, INC. - CITY CENTER DRIVE FEASIBILITY STUDY 500-20335$1,694.76WENCK ASSOCIATES, INC. - LENNAR - ENGINEERING 500-20390$918.57WRIGHT HENNEPIN - Ravinia Street Lights 500-20420$260.35WRIGHT HENNEPIN - Bass Lake Crossing Street Lights 500-20436$149.80WRIGHT HENNEPIN - Pulte Bellwether Street Lights Total$87,378.83 Total Fund #500 =$ 87,378.83 See attached Payments Detail) Agenda Item:7b.ALL OTHER FINANCIAL CLAIMS$ 167,782.51$ 255,161.34Total Checks See attached Check Detail Register) Total of Auto Deductions$ 106,805.86 TOTAL EXPENDITURES FOR APPROVAL$ 361,967.20 Auto Deductions / Electronic Fund Transfer / Other Disbursements DatePaid toAmount 3/8/2021Zero9 Solutions LLC$ 54.95PD Supplies 3/8/2021Post Board Licensing$ 360.00PD membership renewals 3/9/2021Zoom.us$ 69.88Remote meeting license 3/9/2021Marie Ridgeway LICSW, St. Paul, MN$ 150.00Staff counseling sessions 3/10/2021Our American Kitchen - Medina, MN$ 57.69PD Training 3/10/2021Fedarm Webstore$ 637.86PD Supplies 3/11/2021Fleetio.com - Birmingham, AL$ 30.00PD Supplies 3/11/2021Our American Kitchen - Medina, MN$ 52.31PD Training 3/11/2021Minnesota Society of CPAS$ 954.77Accountant Training/Memberships 3/15/2021Northeast Implement 607-589-4403$ 188.39PW Supplies 3/17/2021PayPal Eppley$ 280.00Recreation Coordinator training/dues 3/18/2021VRSN DOTGOVREGISTRATION$ 400.00City website domain registration 3/5/2021ACH FILE FEE$ 15.00Automatic sewer/water payment ACH fee 3/5/2021REVTRAK SV9T$ 900.95Credit Card Fees for February 3/5/2021SUN LIFE $ 1,966.09SunLife Life Insurance, STD, and LTD 3/10/2021US Bank Equipment Finance$ 317.00Copier lease 3/11/2021Payroll Taxes$ 20,665.94Payroll taxes 3/11/2021Net Payroll PP05$ 54,753.70Net payroll PP05 3/15/2021Optum - H SA$ 3,674.82Health savings account 3/15/2021State of MN - Roth$ 2,374.53Deferred compensation payment to State of MN 3/15/2021State of MN - MSRS$ 2,625.65State of MN healthcare savings plan 3/15/2021MN PERA, PERA$ 15,876.33Pension plan 3/18/2021POSTALIA, TDCPOSTAGE$ 400.00Postage meter Total$ 106,805.86 H:\\City Hall Information\\CITY GOVERNMENT\\Council, Commissions & Committees\\Council Information\\Council Claims\\2021 Claims Workbook.xls 10100FarmersStateBankUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidE100-43100-210OperatingSupplies (GENERAL)E100-43100-225Landscape/DitchMaterialsE416-41951-580OtherEquipmentE100-41400-210OperatingSupplies (GENERAL)G100-21709DependentCareFSAWithholdE100-43100-212MotorFuelsE100-42100-212MotorFuelsE100-43100-212MotorFuelsE100-43100-223BuildingRepairSuppliesE400-41941-210OperatingSupplies (GENERAL)E400-41941-210OperatingSupplies (GENERAL)E100-41941-210OperatingSupplies (GENERAL)E400-41941-210OperatingSupplies (GENERAL)E100-41941-210OperatingSupplies (GENERAL)E400-41941-210OperatingSupplies (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E400-41951-207ComputerSuppliesE100-41941-300ProfessionalSrvs (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E 100-43100-210 Operating Supplies (GENERAL)Total B & DPLUMBINGHEATING & ACTotal AMAZONCAPITALSERVICESTotal BEAUDRYOILCOMPANY Total BOBCATOFBRAINERDTotal BEISE, JESSICATotal BERGANKDVTotal ACMETOOLSACME TOOLSBOBCAT OFBRAINERDBERGAN KDVBEISE, JESSICABEAUDRY OILCOMPANYB & DPLUMBINGHEATING & ACAMAZONCAPITALSERVICESADP, LLCTotal ADP, LLC$3,775.00$2,925.00$1,401.04$1,303.43$122.99$212.46$705.00$195.18$737.96$166.93$103.80$258.45$432.00$427.94$239.67$17.00$55.31$95.00$77.98$86.01($9.82)$7.06849 619001-2556611212550317210317211785414178541417854131713611X4N-G9VX-Y1QG7-TQMM-11NGG-VNWD-1NGG-VNWD-1M7G-PCY9-C1M7G-PCY9-C1HCK-H1DH-D1FH6-PKW9-C8521203852009185000588496839SUPPLIESK&M SKID STEER BALL BUCKET-2" RECEIVERSOFTWARE CONVERSIONREIMBURSEMENTSDEPENDENT CARE FSA REIMBURSEGASOLINESQUAD FUELDIESELSERVICE CALL WINTERSUPPLIESSUPPLIESSUPPLIESSUPPLIESSUPPLIESSUPPLIESSUPPLIESHI D FARGO PRINTERWORKFORCE NOW PAYROLL SOLUTIONS BUNDLESUPPLIESSUPPLIESSUPPLIESSUPPLIES03/19/2112:05 PM CITYOFCORCORAN1,239.60$2,925.00$2,759.78$5,133.04$258.45$212.46$712.06$ 95.00 Page 1 Check Detail Register© March 2021 UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidE416-43100-220Repair/MaintSupply (GENERAL)E100-41951-300ProfessionalSrvs (GENERAL)E400-41941-210OperatingSupplies (GENERAL)E100-41951-300ProfessionalSrvs (GENERAL)E100-41951-530ImprovementsOtherThanBldgsE100-43125-210OperatingSupplies (GENERAL)E100-43125-210OperatingSupplies (GENERAL)E100-43125-210OperatingSupplies (GENERAL)E100-43125-210OperatingSupplies (GENERAL)E100-43125-210OperatingSupplies (GENERAL)E100-42100-321TelephoneE100-41941-321TelephoneE100-43100-417UniformsE100-43100-210OperatingSupplies (GENERAL)E100-42100-223BuildingRepairSuppliesE100-43100-210OperatingSupplies (GENERAL)E100-41941-210OperatingSupplies (GENERAL)E100-41941-210OperatingSupplies (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-43100-417UniformsE100-41941-210OperatingSuppliesGENERAL)E100-42100-223BuildingRepairSuppliesE100-41941-210OperatingSupplies (GENERAL)E100-43100-321TelephoneE100-43100-380Utility & Services (GENERAL)E100-41941-380Utility & Services (GENERAL)E100-45200-380Utility & Services (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E416-43100-220Repair/MaintSupply (GENERAL)E416-43100-220Repair/MaintSupply (GENERAL)E416-43100-220 Repair/MaintSupply (GENERAL)Total CENTERPOINT ENERGY HOUSTON Total COMPASSMINERALSTotal COMCAST-INTERNETTotal BOYERTRUCKSTotal CENTURYLINKTotal CINTAS - 470CENTERPOINTENERGYHOUSTONCOMPUTERINTEGRATIONTECHCOMPASSMINERALSCOMCAST-INTERNETCINTAS - 470CENTURYLINK$1,890.32$2,004.00$2,557.00$1,686.17$1,688.27$1,677.05$1,640.57$1,871.34$372.89$167.00$139.18$139.17$318.60$121.33$138.60$121.33$274.50$254.70$264.29$131.92$366.30$74.00$69.00$72.28$24.10$79.05$16.35$46.73$24.10$10.00$17.0691548R306122305806305806120753783737782492781816781056780104031121031121407877029340787701924078770184407877013040787701194078770051407819661440781966094078196598407819657140781965610304219884559-702-8000014143-4-8000014143-4-92414 R91945R91919R91785RPARTSIT MANAGED SERVICE - MTHREMODEL EQUIPMENT SETUPIT MANAGED SERVICE - MTHEQUIPMENTSALT SUPPLIESSALT SUPPLIESSALT SUPPLIESSALT SUPPLIESSALT SUPPLIESPD INTERNETCITY HALL INTERNETTOWELSFLOOR MATS - POLICEPUBLIC WORKSCITY HALLHAND SANITIZERPUBLIC WORKSCITY HALLFLOOR MATS - POLICEHAND SANITIZERLAND LINE/FIRE MONITORING-9100 763-498-7515NATURAL GAS-9100NATURAL GAS - 5754460-3NATURAL GAS - 5754177-3PARTSPARTSPARTSPARTS03/19/2112:05 PM CITYOFCORCORAN1,209.40$8,563.40$2,162.08$274.50$278.35$ 972.47 Page 2 Check Detail Register© March 2021 UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidE100-41951-300ProfessionalSrvs (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-42100-323RadioUnitsE100-42100-301PrisonerE100-42100-210OperatingSupplies (GENERAL)E100-41941-201Postage/ShippingE601-49400-215WaterMetersE601-49400-300ProfessionalSrvs (GENERAL)E601-49400-215WaterMetersE416-42100-550MotorVehiclesE100-41910-210OperatingSupplies (GENERAL)E100-42100-210OperatingSupplies (GENERAL)E100-41941-210OperatingSuppliesGENERAL)E100-41900-210OperatingSupplies (GENERAL)E100-41951-300ProfessionalSrvs (GENERAL)E100-41951-300 ProfessionalSrvs (GENERAL)TotalCOMPUTERINTEGRATIONTECHTotalENFORCEMENTLIGHTING, LLCTotalCULLIGANBOTTLEDWATERTotalDEHMERFIREPROTECTIONTotalFERGUSONWATERWORKSTotal CORPORATECONNECTIONTotal HENNCOSHERIFF-MC131TotalGALLSINCORPORATEDTotal FPMAILINGSOLUTIONSTotalH & FMANUFACTURING Total ECMPUBLISHERSINCCORPORATE CONNECTIONHENNCOSHERIFF-MC131H & FMANUFACTURINGGALL SINCORPORATEDFP MAILINGSOLUTIONSFERGUSON WATERWORKSENFORCEMENT LIGHTING, LLCECMPUBLISHERSINC$16,080.00$4,215.00$1,416.73$1,850.00$2,100.00$792.00$220.95$100.00$100.80$128.85$475.74$158.70$430.95$595.00$76.21$75.00$35.6230616910001626801000162613100016246946574RI10470675604699790469978046993703092182424001285114X7926680156994306817306403IT MANAGED SERVICE - MTHRadio Fees - Public WorksRadio Fees / MDC - (Inv. )Prisoner Fees - Booking / HousingSTANDARD-RING_STANDARD-TUBESPEED PLATEQTRLY MAIL METERMETERSSOFTWARE MAINTENANCEMETERS2021 CHEVROLET TRUCKMARCH 25EASEMENT VACATION PH PUBLIC NOTICESERVICEOFFICE WATERJACKETSIT MANAGED SERVICE - MTHIT MANAGED SERVICE - MTH03/19/2112:05PMCITYOFCORCORAN10,399.00$16,080.00$4,425.74$1,712.68$430.95$100.00$100.80$128.85$158.70$76.21$35.62 Page 3 Check Detail Register© March 2021 Check AmtInvoiceComment UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidE100-41900-210OperatingSupplies (GENERAL)E602-49450-312MCESSewageTreatmentE100-41941-210OperatingSupplies (GENERAL)E100-41941-210OperatingSupplies (GENERAL)R601-49400-37190MapleGroveConnectionE100-41910-300ProfessionalSrvs (GENERAL)E100-41920-300ProfessionalSrvs (GENERAL)E100-41910-300ProfessionalSrvs (GENERAL)E100-41910-300ProfessionalSrvs (GENERAL)G500-20219KromingaVariance21-010G500-20332LennarTaveraDevelopmentE100-41910-300ProfessionalSrvs (GENERAL)G500-20477ScherberCR30WCALGUG500-20226TharpLotLineAdjust. 21-006G500-20459RefugeofRushCreekFP18-028G500-20223NapaSitePlanCUP21-004G500-20224LarsonIUPforCHOL21-003G500-20222ScherberGaragesToo21-002E100-41910-300ProfessionalSrvs (GENERAL)G500-20488RushCreekReserveG500-20436PulteEncore - PUDSkch17-029G500-20482NelsonSketchPlan19-023G500-20217WrightHennSubstation20-048G500-20490CookLake - SchommerG500-20216KariniemiVariance20-046G500-20215HennADUIUP20-045E100-41910-300ProfessionalSrvs (GENERAL)G500-20485 Tessmer -TopoExemption20-007G500-20332 LennarTaveraDevelopmentG500-20209 OhrtSolarCofC20-038G500-20497 KariniemiPP20-016G500-20469 Rav11-1318-040, 19-002 & 012Total METROPOLITANCOUNCILENVIROTotal HENNCOTAXPAYERSERVICESTotal MENARDSMAPLEGROVETotal MAPLEGROVE, CITYOF Total LANDFORMHENNCOTAXPAYERSERVICESNAPAAUTOPARTS - CORCORANMENARDSMAPLEGROVEMAPLEGROVE, CITYOFLANDFORM$43,920.00$1,313.50$6,213.01$6,780.50$1,207.00$1,735.50$1,242.50$6,275.50$1,579.50$106.50$400.00$962.50$398.25$302.00$106.50$532.50$527.00$423.00$821.25$105.00$568.00$189.50$495.50$495.50$355.00$376.00$741.00$16.66$85.18$37.13$35.50$71.0012119232200000011211308000279671.030121314283142831428314283142831 428314283142831428314283142831428314283142831427314273142731427314273142731427314273142731427314273142731427PROPERTY TAXMATERIAL TREATMENTSUPPLIESSUPPLIESMAPLE GROVE CONNECTION FEESCity MeetingsCode EnforcementCity PlanningRESIDENTIAL ORDINANCEAMENDMENT 21-011KROMINGAVARIANCE 21-010MEADOWTRAILS 2NDADDITIONPPVARFP 21-009MAYERSCOFC AGBUILDING 21-008SCHERBERCUPANDSP 21-007THARPLOT LINEADJUSTMENT 21-006REFUGEATRUSH CREEKVACATION21-005NAPACUPANDSP 21-004LARSONIUPFORCHOL 21-003SCHERBER MINI STORAGECONCEPTPLAN 21-002SCHLANGEN AGEXPIRATION21-001RushCreekReserveFPandFPUD 20-030Bellwether5thFPandFinalPUD 20-024NELSON TRUCKING CUP, SP, VAR20-022Wright HennepinSubstation20-048Cook LakeHighlandsRZPPPUD 20-047KariniemiVariance20-046HennADUIUP 20-045HuntersPlace 2ndAdditionPPandFP 20-044TessmerFP 20-043TaveraFPandFPUD 20-042OrthSolarCofC 20-038KarineimiFP 20-036Ravinia15thFP, PUD, FPUD20-03303/19/2112:05 PM CITYOFCORCORAN28,145.50$43,920.00$6,213.01$122.31$ 16.66 Page 4 Check Detail Register© March 2021 UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidE100-43100-220Repair/MaintSupply (GENERAL)E100-42100-417UniformsE416-42100-210OperatingSuppliesGENERAL)E100-42100-417UniformsE100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E400-41941-520BuildingsandStructuresE100-43100-210OperatingSupplies (GENERAL)E100-45200-221MaintenanceProjectsE100-45200-221MaintenanceProjectsE601-49400-210OperatingSupplies (GENERAL)E100-41941-210OperatingSuppliesGENERAL)E100-41941-200OfficeSupplies (GENERAL)E309-47000-610 InterestE 100-43100-220 Repair/Maint Supply (GENERAL)Total RUSSELLSECURITYRESOURCEINCTotal STREICHERSPOLICEEQUIPMENTTotal POWERSPROTECTIVECOATINGSTotal NAPAAUTOPARTS - CORCORANTotal NORTHLANDTRUSTSERVICES Total SCHERBER, SHAUNCYTotal POWERPLAN-RDOTotal SCHERBER, KEVINTotal POLLARDWATERTotal OFFICEDEPOTTotal SYMBOLARTSNORTHLANDTRUSTSERVICESTEGRETESYMBOL ARTSSTREICHERSPOLICEEQUIPMENTSCHERBER, SHAUNCYSCHERBER, KEVINRUSSELLSECURITYRESOURCEINCPOWERPLAN-RDOPOLLARDWATEROFFICEDEPOT$1,000.00$147.92$687.75$630.00$500.00$500.00$979.00$450.00$297.20$787.50$15.12$69.99$57.12$63.72$45.95169081CVW0368441-INI1489227I1487317100100A39166031521-02P17952P177690186746160452279001CORCO12A05340802SUPPLIESCSOUNIFORMBADGESSUPPORTANDPROTECTIONEQUIPMENTUNIFORMSPREPCOMPLETEBOXANDTAILGATE2011GMCREFINISHINGANDPAINTINGCOMPLETEBOXANDALUMINUMDOORS AND LABOR8 FOOT OVER RAIL TRUCK COATINGPARTSPARTSSUPPLIESSUPPLIESSUPPLIESCORCO12ASUPPLIES03/19/21 12:05PMCITYOFCORCORAN1,057.12$163.04$687.75$699.99$500.00$500.00$979.00$450.00$297.20$109.67$787. 50 TAILGATE2011 GMC Page 5 Check Detail Register© March 2021 Check UnpaidUnpaidUnpaidE100-41941-400Repairs & MaintCont (GENERAL)E601-49400-234InspectionsE602-49450-234InspectionsE601-49400-234InspectionsE601-49400-303EngineeringFeesE602-49450-303EngineeringFeesG500-20488RushCreekReserveG500-20490CookLake - SchommerG500-20209OhrtSolarCofC20-038G500-20217WrightHennSubstation20-048G500-20485Tessmer -TopoExemption20-007G500-20480NelsonWetlandReviewG500-20332LennarTaveraDevelopmentE100-43170-299WatershedLGUE100-43170-299WatershedLGUE100-43170-300ProfessionalSrvs (GENERAL)E100-43170-300ProfessionalSrvs (GENERAL)G500-20488RushCreekReserveG500-20482NelsonSketchPlan19-023G500-20332LennarTaveraDevelopmentG500-20490CookLake - SchommerG500-20332LennarTaveraDevelopmentG500-20436PulteEncore - PUDSkch17-029G500-20223NapaSitePlanCUP21-004G500-20477ScherberCR30WCALGUG500-20485Tessmer -TopoExemption20-007G500-20497KariniemiPP20-016G500-20224LarsonIUPforCHOL21-003G500-20423BassLakeEstSkchPUD17-015G500-20438BassLkCRM/IHomeEngineeringE427-43100-530ImprovementsOtherThanBldgsE100-42100-321TelephoneE100-42100-323RadioUnitsE100-45200-219Covid-19CoronavirusE100-41920-219Covid-19CoronavirusE100-41400-219Covid-19CoronavirusE100-41951-210OperatingSupplies (GENERAL)E 422-49400-210 Operating Supplies (GENERAL) TotalTWINCITYSEEDCO.Total VERIZON WIRELESSTWIN CITYSEED CO.WENCKASSOCIATES, INC.VERIZON WIRELESSTotal TEGRETE$14,007.50$15,770.00$1,389.02$3,338.25$1,080.00$1,293.75$3,017.50$1,395.00$7,883.25$3,340.00$6,647.00$7,256.83$1,423.75$380.00$581.38$697.38$697.37$236.25$678.75$427.50$210.00$120.00$135.00$945.00$967.75$141.00$580.75$371.25$101.25$697.50$199.25$349.22$568.76$167.12$361.20$40.01$46.78$41.789494803182103182103182103182103182103182103182103182103182103182103182103182103182103182103182103182103182103182103182103182103182103182103182103182103182103182103182103182103182103182198742172489874217248987421724898742172489874217248987421724848843MONTHLY CITY HALL CLEANINGRAVINIAPULTEPULTEWater - EngineeringSanitarySewer - EngineeringRushCreekReserveWetland BankCook Lake HighlandsOhrt SolarWright-HennepinSubstationTESSMER WCACITY OFCORCORAN NELSONTURN LANELennar TaveraDevelopmentWCA VIOLATION - E. MAYERSRESIDENT WCA ITEMSStormWater - EngineeringMNDOTSTATEAIDRush CreekReserveNELSON TRUCKINGLennar Tavera DevelopmentCookLake - SchommerWesselProject Offsite UtilitiesPulteDevelopment InfrastructureNAPAScherber HWY55TESSMER WCAKARINIEMILOTSPLITLarsonWetlandReviewBassLakeEstatesSketchPUD17-015BassLakeCrossingM/IHome 17-012Engineering66thStreet Design and ConstructionCELL SERVICERADIO UNITSCELL PHONESCELL PHONESCELL PHONESCodeEnforcementIpadWOODMULCHLOGS8" X14FOOT - 20 ROLLS PER 03/19/2112:05 PMCITYOFCORCORAN1,213.67$380. 00$ 361.20 PALLET Page 6 Check Detail Register© March Unpaid E602-49450-234InspectionsG500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20335LennarEngPlanReview/ModificE100-43170-300ProfessionalSrvs (GENERAL)G500-20471St. ThereseSketchPlan19-006E100-43170-300ProfessionalSrvs (GENERAL)E602-49450-234 InspectionsE 601-49400-234 InspectionsE 602-49450-234 InspectionsE 601-49400-234 InspectionsTotal WENCK ASSOCIATES,INC. WRIGHT HENNEPIN COOP ELECT$16,052.75$9,258.75$1,694.76$1,882.00$581.37$625.25$625.25$217.75$217.75$15.46$23.67$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$30.43$14.98$14.98$14.98$14.98$14.98$14.98$15.46$15.46$15.46$15.46$15.46$15.46$15.46$15.46$14.98031821031621031621031621031621031621031621031621031621031621031621031621031621031621031621031621031621031621031621031621031621031621031621031621031621031621031621031621031621031621031621031621031621031621031621031621031621031821031821031821031821031821031821031821031821RAVINIAFIRLNN/CR10: 150-1693-7076FIR LN/74THAVE: 150-1693-7075FIRLNN: 150-1693-7074FIR LN/75THAVE: 150-1693-7072Gleason/Wildflo: 150-1693-5986Wildflo/Gleason: 150-1693-5734Primrose/Wildfl:150-1693-573319399Primrose: 150-1693-573219315Primrose: 150-1693-573119343Annabelle: 150-1693-572619367Annabelle: 150-1693-57246370SteepleLN: 150-1693-02026310SteepleLN: 150-1693-020119345GoldenTR: 150-1693-020019389LupineLN: 150-1693-019919437LupineLN: 150-1693-0197Bridle/66thAve: 150-1692-837466TH/CEDAR: 150-1692-83736398Larkspur: 150-1692-09086485Larkspur:150-1692-090719065Galloway: 150-1691-808219130Galloway: 150-1691-80806657Bridle: 150-1691-80796681Bridle: 150-1691-80666675Carriage: 150-1691-806419301Annabelle: 150-1691-8063ElderberryCt: 150-1691-0178BridlePath: 150-1691-0177Prairie/Bridle: 150-1691-0174Bridle/Bluestem: 150-1691-0168Bridle/Steeple: 150-1691-01586471Carriage: 150-1691-0155Paddock/Bridle: 150-1690-5158BridlePath: 150-1690-5146PaddockLn 150-1690-5137Bridle/Paddock: 150-1690-5135LENNAR - ENGINEERINGGeneralEngServicesCITY CENTER DRIVE FEASIBILITY STUDYBRIDGEFEASIBILITY STUDYINSPECTIONSINSPECTIONSBASSLAKE CROSSINGBASSLAKECROSSING03/19/2112:05 PMCITYOFCORCORAN 106,784. 86 Page 7 Check Detail Register© March G500-20420BassLakeCrossMIHome17-012G500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500- 20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20436PulteEncore - PUDSkch17-029G500-20436PulteEncore - PUDSkch17-029G500-20436PulteEncore - PUDSkch17-029G500-20436PulteEncore - PUDSkch17-029G500-20436PulteEncorePUDSkch17-029G500-20436PulteEncore - PUDSkch17-029G500-20436PulteEncore - PUDSkch17-029G500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20436PulteEncore - PUDSkch17-029G500-20436PulteEncore - PUDSkch17-029G500-20436PulteEncore - PUDSkch17-029G500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$18.27$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$23.6703162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162103162174THAVEN: 150-1693-7077GleasonPkwy150-1695-9395PrairieSageLN/BridlePath150-1695-8438PrairieSageLN150-1695-8436PrairieSageLN150-1695-8435PrairieSageLN105-1695-8432BridlePath150-1695-8431GleasonPkwy/Bridle150-1695-8428BLACKOAKLN150-1695-7149BLACKOAKLN/BLACKOAKCT150-1695-6371BLACKOAKCT150-1695-6367COACHHOUSE LNLOT #1150-1695-6365ANNABELLECT150-1695-6359ANNABELLELN/BLACKOAKLN150-1695-6352COACHHOUSELN/ANNABELLE150-1695-6351102NDPL/JACKPINELN150-1695-5964102NDAVE/JACKPINELN150-1695-5963102NDAVE150-1695-5961JACKPINELN/IRONWOODCT150-1695-5957IRONWOODLN/10NDPLACE150-1695-5955IRONWOODLN150-1695-595463RDAVEN150-1694-9987LARKSPURLN/63RD150-1694-9986STIEGROAD150-1694-8544STIEGROAD150-1694-8543102NDPLACE/ 103RDAVENUE150-1694-7926STEEPLECHASELN150-1694-7920MEADOWRUECT150-1694-7919SNOWBERRYCT150-1694-7918STEEPLECHASELN150-1694-7917HICKORYLNN150-1694-689475THAVEN150-1694-689374THAVEN150-1694-689274THPL & MAPLE150-1694-6889SUNFLOWERCOURT150-1694-4503PRIMROSECOURT150-1694-4502ANNABELLELOT5150-1694-0821FIRLN N/LOT #5: 150-1694-008272NDAVEN: 150-1694-0081FIRLNN/72NDN: 150-1694-0080FIRLN N/LOT #8: 150-1694-0079FIRLNN: 150-1694-0078FIRLNN/CR10: 150-1694-007603/19/2112:05 PM CITY OF CORCORAN Page 8 Check Detail Register© March 2021 FundSummary10100 FarmersStateBank100GENERAL FUND602SEWER601WATER500 ESCROWHOLDINGFUND427GLEASON/66THPARKWAY EXTENSION422DOWNTOWNIMPROVEMENT416 CAPITAL-EQUIPMENTCERTS400CITYHALLREMODEL2020-2021309D/S-EQUIPMENTCERTSG500-20390 RaviniaStreetLightsG500-20390 RaviniaStreetLightsTotal WRIGHTHENNEPINCOOPELECT$60,761.17$54,102.94$87,378.83$14,007.50$20,580.11$7,767.33$9,414.76$787.50$361.20$14.98$14.98031621031621GleasonPkwy 150-1695-9396Gleason Pkwy 150-1695-939803/19/2112:05 PMCITYOFCORCORAN1,328.7210100FarmersStateBank$255,161.34 255,161.34 Page 9 Check Detail Register© March 2021 Check AmtInvoiceComment CityofCorcoran ConsultantSummary 3/25/2021 NameInvoice DateAmount Due Carson, Clelland & Schreder Landform03/11/21 28,145.50 Metro West Inspection Wenck Associates03/18/21 106,784.86 Total$ 134,930.36 H:\\CityHallInformation\\CITYGOVERNMENT\\Council, Commissions & Committees\\CouncilInformation\\Council Claims\\2021ClaimsWorkbook.xls STAFF REPORT Agenda Item. 7c. Council Meeting: March 25, 2021 Prepared By: Jessica Beise Topic: Finance Agreement Transfer - Napa Action Required: Approval Summary: As part of the 2016 Downtown Utility and Street Improvement Project, the City entered into fee agreements with several properties for the payment of the utility connection fees. Napa is in the process of being sold and has such an agreement. The City has been approached by the seller and buyer to transfer the fee agreement into the buyer’s name. The City Attorney recommended that a new agreement be created to transfer of the contents of the current agreement. Under the current fee agreement, the City would require the fees paid at time of property sale. By allowing the assessment agreement to continue the City would continue to receive payment as it does today. If the City did not have a fee agreement, any assessments would typically be carried onto new owners unless required to be paid as part of the title work during the property sale. A draft of the finance agreement transfer agreement, will be sent separately and will be placed in the house agenda packet. Financial/Budget: The assessed fees paid by fee agreement have a 2.72% interest rate. Council Action: Authorize staff to execute the Assessment and Financing Agreement for 19905 County Road 10 (PID 26-119-23-11-0022). Attachments: None 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. Agenda Item: 7d. TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: March 16, 2021, 2021 for the March 25, 2021 City Council Meeting RE: Interim Use Permit for a Conditional Home Occupation License and Conditional Use Permit for sidewall height for a Detail Shop at 23405 CR 30 (PID 07-119-23-42-0003) (city file no. 21- 003) 60-DAY REVIEW DEADLINE: April 5, 2021 1.Description of Request Jason Larson is requesting approval of an Interim Use Permit (IUP) for a Conditional Home Occupation License (CHOL) and a conditional use permit to exceed building sidewall height for his property at 23405 County Road 30. He would build a new accessory building and use that to operate the business. 2.Planning Commission Review The Planning Commission reviewed this item at a public hearing at the March 4th meeting. There was no one present to speak on this item. The Planning Commission voted 4-0 to recommend approval of the request, with modifications to condition number 4 and correction of two typos. Those changes are reflected in the new resolution. 3. Background In 2004, the City Council approved a conditional use permit for a previous owner (Roger Masica) to operate a commercial greenhouse on the property. The greenhouse has not operated for several years. 4. Context Zoning and Land Use The property is guided Rural Service/Commercial and zoned Rural Commercial (CR). The Comprehensive Plan states “the Rural Service/Commercial category provides a separate and distinct area for commercial land use. This area is intended to continue as a rural service area with commercial uses that may be maintained utilizing individual septic systems or approved alternative systems. This area is not expected to have public sanitary sewer and water service within the 2040 planning period. This area will have less strict building and site development standards than other commercial areas to allow for contractors’ yards and similar uses. The area can provide a relocation opportunity within the City for businesses that would not typically locate in high land-value areas. Zoning regulations will be developed to address the minimum design standards and specific screening requirements for this unique land use.” Larson CUP and IUP for CHOL (21-003) 2 March 25, 2021 Surrounding Properties All of the surrounding properties are guided Rural Service/Commercial. The properties to the northwest and south are zoned CR and the other surrounding properties are zoned Transitional Rural Commercial, which “represents transition areas that have been identified as practical and generally suitable for future development as part of the Rural Commercial District. The purpose of the TCR District is to provide a holding zone until a landowner makes application for development, at which time the City may rezone the affected property to CR, consistent with the land use plan. Residential land uses will be allowed to continue pending future redevelopment consistent with the City’s Comprehensive Plan.” Natural Characteristics of the Site The Natural Resource Inventory Area map and the Hennepin County data suggests potential wetlands in the area where the existing home and proposed garage are located. There are also a number of trees on site. There are no areas shows on the Ecologically Significant Natural Areas map in the Comprehensive Plan. 5. Analysis Staff has reviewed the application for consistency with Comprehensive Plan, Zoning 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 or denying an interim use permit or conditional use permit is limited to whether or not the proposed request meets the standards outlined in the City Code. If it meets these standards, the City must approve the permit. B. Consistency with Ordinance Standards The applicant is requesting approval of a conditional home occupation license to operate a detail shop in the new accessory structure. The applicant indicates that he primarily details recreation vehicles but would like to have the option to detail automobiles as well. The applicant is proposing to construct a 2,400 sq. ft. accessory building on this 4.91-acre lot. Section 1030.020 of the Zoning Ordinance allows 2,409 sq. ft. accessory building foot print for a lot this size. The existing 275 sq. ft. shed on the south lot line would bring the total footprint over what is allowed. Staff has included a condition in the draft resolution that existing shed be removed. No other accessory buildings will be permitted on site because it would exceed the allowed area of 2,409 sq. ft. Larson CUP and IUP for CHOL (21-003) 3 March 25, 2021 Building Height The building is located in the front yard and is limited to a maximum size wall height of 10 feet. The plans show a building height of approximately 18 feet, but the measurement is not correct. The Zoning Ordinance requires sidewall height to be measured from the base of the structure to the bottom of the eave on the exterior sidewalls, which will be slightly less than 18 feet. Building height is measured from the grade of a building line to the mean distance of the highest gable on a pitched roof. The applicant must provide these exact calculations, but staff estimates this building to be 23.25 feet high. The CR district has a maximum principal building height of 35 feet. Architecture The building plans show three dormers on the west elevation of the roof. These are intended to provide interest to the building and light to the work space – there is no second floor or mezzanine space shown on the plants. The plans show LP lap siding with asphalt shingles. The roof peaks show LP board and batten siding. The applicant has indicated it will be taupe with white trim, but must provide material details including colors. The Zoning Ordinance requires a minimum 12-inch eaves and 24-inch overhangs. These plans appear to comply but must be revised to provide these dimensions. Conditional Use Permit The applicant is requesting a conditional use permit (CUP) to exceed the maximum sidewall as allowed by Section 1030.020, Subd. 5(D) which allows any building to exceed the allowable building height with a conditional use permit and subject to the following criteria: 1. The proposed use shall be in conformance with all City regulations. The proposed use is generally in conformance with the City regulations. The building meets setbacks, footprint and architectural requirements. The taller building sidewall is required to accommodate the large recreational vehicles that are detailed by the business. 2. A certificate of survey shall be required that identifies all existing structures on site, including buildings, septic sites and wells. In addition, the survey shall include the proposed structure, flood plain, wetlands, and any recorded easements. The site plan does show the existing structures. Larson CUP and IUP for CHOL (21-003) 4 March 25, 2021 3. Applicable criteria as outlined in Section 1070.020 (Conditional Use Permits) of the Corcoran Zoning Ordinance. Staff finds that the taller building height would comply with the standards as follows: a. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. The proposed taller building would have no impact on the Comprehensive Plan. b. The establishment, maintenance or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals or comfort. The conditional use permit for the taller building would not be detrimental to or endanger the public health, safety, morals or comfort. The building would be below the 35 foot maximum building height allowed for principal buildings in this district. The building would exceed all setback requirements for the district. c. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. The conditional use permit for the taller building would not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. The building would be below the 35 foot maximum building height allowed for principal buildings in this district. The building would exceed all setback requirements for the district. d. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. The conditional use to allow the taller accessory building would not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. The surrounding properties are a mix of residential and commercial/industrial properties in an areas guided for commercial uses. If the existing home were to be removed the site could be developed in compliance with the CR district standards, which would allow 35 foot tall buildings. e. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. Adequate public facilities are available to accommodate the proposed use. The taller building will not impact the demand for services. Larson CUP and IUP for CHOL (21-003) 5 March 25, 2021 f. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. If the conditional use permit and IUP are approved with the conditions recommended by staff it would comply with the CR district regulations. g. The conditional use and site conforms to performance standards as specified by this Chapter. If the conditions recommended by staff are approved, the use would not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the CR neighborhood. 4. The building materials standards required by this Section have been met. As noted previously, the LP lap siding and asphalt shingles comply with the building materials standards and the applicant states that the new accessory building will be taupe siding with white trim to match the existing home. Staff recommends that the plans be updated to note the building materials and colors and that material samples be provided. The City Council should review the building materials to ensure that building is compatible with the home. The City Council could modify condition 8.b if they find that additional colors/materials needed to mitigate the height of the building. 5. The proposed building will be compatible with surrounding land uses. The proposed use is generally in conformance with the City regulations. Setbacks The CR district requires a 100-foot setback from County Road 30, 50-foot setback from residential and 20-foot setback from other property lines. The proposed building would be 70 feet from the east lot line, 209 feet from the north lot line, 282 feet from the south lot line and more than 300 feet from the west lot line. Utilities Municipal sewer and water are not currently available to the site. No sewer or water is shown to be provided to the building. If such improvements are planned, the building permit plans must be updated for City review and approval and the applicant must obtain the necessary permits. Larson CUP and IUP for CHOL (21-003) 6 March 25, 2021 Access The applicant proposes to use the existing driveway to access the site. Hennepin County has reviewed the proposal and indicated that they have no comment. Wetlands The site plan shows wetland locations on site. The City Engineer has reviewed the plans and has included a condition prohibiting grading below the 1000 elevation to protect the wetlands. No wetland impact is proposed. Signage Home occupations are not allowed signage, unless specifically approved as part of a review of a conditional home occupation license. The applicant has not requested any signage. Home Occupation Section 1030.100 establishes three levels of home occupations: Allowed, Special and Conditional Home Occupation License. Any home occupation that occurs in an accessory building requires the Conditional Home Occupation License. The City processes these as an Interim Use Permit. The applicant must show compliance with the following: a. The nature and general character of the geographic area in which the CHOL property is located. The City may consider, in addition to other factors and not by way of limitation, the existence and condition of gravel and paved roads in the area, existence and proximity of collector, County and State roadways in the area, CHOL lot area, the proximity of CHOL operations to neighboring residences, size of neighboring lots, and use of neighboring properties. This property and all surrounding properties are guided Rural Service/Commercial. As noted, this site was approved for a commercial greenhouse in 2004 that operated for many years and the property to the south is developed with Doboszenski’s contracting business. The proposed building exceeds all CR district setback requirements. The detailing business will operate entirely inside the accessory building. The applicant must update the plans to clearly identify the improved area where vehicles will be temporarily parked for drop off and pick up to ensure adequate screening from adjacent properties. Condition #2 in the draft resolution limits the business to a maximum of two vehicles awaiting service or pick up to be parked outside at any time. b. Consideration shall be made for potential property devaluation of adjacent and surrounding properties. Larson CUP and IUP for CHOL (21-003) 7 March 25, 2021 The new building is well screened from the adjacent parcels with existing vegetation. No devaluation of the adjacent properties is expected given the screening and the Rural Service/Commercial land use classification of this site and all surrounding parcels. c. Nuisance factors shall be considered, including but not limited to sight, odor, light, glare and noise, and any other nuisance factors that may result from issuance of the CHOL. No lighting is shown on the building, but the applicant indicates that one LED light is planned above the overhead door. If building or site lighting is proposed, it must comply with the standards in Section 1060.040. While single and two-family homes are exempt from these standards, the commercial home occupation shall be subject to these lighting standards. The auto detailing business will generate some noise from vacuums, buffers, etc. but the operations will be inside the building and are expected to have limited impact on adjacent properties. d. Environmental concerns, including but not limited to drainage, wastewater, wells and wetland issues. The City engineer has reviewed the request and attached conditions to ensure drainage is handled and wetlands are protected on site. e. Compliance with Section 1030.020 (Accessory Buildings, Structures, Uses and Equipment) of the Zoning Ordinance and with other relevant Code sections. If the requested conditional use permit to allow a taller building is approved, the standards in Section 1030.020 would be met. f. Impact on the neighboring properties shall be considered before issuing a CHOL. Staff finds that the proposed CHOL for a detailing business that takes place entirely in the garage is likely to be less impactful on the neighborhood than the former commercial greenhouse that operated on this site. The applicant indicates that that there will be no employees, that he estimates approximately eight customer visits per month. Staff has not identified any other potential impacts that have not previously been discussed. 6. Recommendation Move to adopt Resolution 2021-21 Approving the CUP and IUP for the CHOL, as recommended by the Planning Commission. Attachments 1. Resolution 2021-21 Approving CUP and IUP Larson CUP and IUP for CHOL (21-003) 8 March 25, 2021 2. City Engineer’s memo dated February 23, 2021 3. Site Location Map 4. Applicant Narrative 5. Site Graphics City of Corcoran March 25, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-21 Page 1 of 5 Motion By: Seconded By: A RESOLUTION APPROVING A CONDITIONAL USE PERMIT AND AN INTERIM USE PERMIT FOR A CONDITIONAL HOME OCCUPATION LICENSE FOR JASON LARSON AT 23405 COUNTY ROAD 30 (PID 07-119-23-42-0003) (CITY FILE 21-003) WHEREAS, the landowner has requested approval of an interim use permit for a conditional home occupation license (CHOL) to allow a vehicle detail shop and a conditional use permit to allow a taller accessory building at property legally described as follows: See Attachment A WHEREAS, the Planning Commission has reviewed the interim use permit for a conditional home occupation license and conditional use permit at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request, subject to the following findings and conditions: 1. An interim use permit is approved, in accordance with the application received by the City on January 14, 2021 and additional information received on January 26, 2021, except as amended by this resolution. 2. The Zoning Ordinance allows Conditional Home Occupation Licenses and the applicant shall comply with all home occupation standards, except as specifically modified per this resolution. 3. The applicant shall comply with all conditions of the City Engineer’s memo dated February 23, 2021. 4. The applicant must provide an updated site plan showing the location of parking for vehicles during drop off and pick up. a. No more than two vehicles related to the business shall be stored outside the accessory building at any time. b. The customer vehicle parking shall be in an area near the new accessory building on an improved surface. c. The existing driveway must be extended to the new overhead door. d. The grading and driveway/parking materials must be submitted to the city for review and approval by the City Engineer. 5. The Interim Use Permit for the Conditional Home Occupation License is issued to Jason Larson for the operation of “Larson Detailing”. This permit is non-transferable. The Permit shall terminate upon any one of the following: City of Corcoran March 25, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-21 Page 2 of 5 a. If the business ceases, if property ownership changes, if ownership of the business changes, or if the individual to whom a license has been issued ceases to live at the subject premises. 6. The Conditional Home Occupation License is approved based on the finding that the standards in Section 1030.100, Subd. 7 and Section 1070.030 have been met. Specifically: a. The applicant is requesting the conditional home occupation license to operate an detail business from new accessory building on the property. The business has no employees other than the homeowner. b. There is nothing to indicate that the use of the accessory building would devalue adjacent and surrounding properties. c. The proposed workshop is entirely enclosed and will not generate any nuisance conditions related to odor, light, glare, or noise. d. There are no environmental concerns, including but not limited to drainage, wastewater, wells and wetland issues related to this project. e. The home occupation appears to have no impact on neighboring properties. f. The application for a CHOL is consistent with the Comprehensive Plan, public facilities, and capital improvement plans. The business will be conducted in an enclosed building and will not generate any nuisance conditions that would endanger the public health, safety, morals or comfort of the community nor will it be injurious to the use and enjoyment of other property in the immediate vicinity. The business does not demand any additional public services or facilities and conforms to the performance standards of the Zoning Ordinance. 7. The home occupation must comply with the following standards: a. No new signage for the home occupation is proposed or approved. Any new signage will require an amendment to the Interim Use Permit for the Conditional Home Occupation License. b. No outside storage of materials related to the home occupation is allowed. c. All work related to the home occupation shall be conducted in the accessory building. d. No person shall be employed at or report to the home site location who does not reside in the dwelling unit. e. The business shall comply with all state, federal, and local regulations. f. The Conditional Home Occupation License shall be issued for 3 years in accordance with the procedures outlined in Section 1030.100 of the Zoning Ordinance. The permit City of Corcoran March 25, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-21 Page 3 of 5 shall be administratively reviewed every 3 years to ensure compliance with conditions of approval and ordinance requirements. g. The City may revoke or modify the CHOL upon a finding that conditions have changed to warrant revocation or modifications of the license. 8. A conditional use permit is approved to allow a 2,400 sq. ft. accessory building with sidewalls taller than 10 feet in the front yard, based on the finding that that conditional use permit standards in section 1070.020 have been met, subject to the following conditions: a. The existing shed on the south lot line must be removed in order to comply with the maximum sq. ft. allowed by Section 1030 of the Zoning Ordinance for this parcel. b. The applicant must provide materials details, including color samples for review and approval by city staff. c. The building plans must be revised to dimension the sidewall height and building height as required by the Zoning Ordinance. d. The building plans must be revised to show the eave and overhang dimensions to ensure compliance with Section 1030 of the Zoning Ordinance. e. Lighting details/cut sheets must be submitted to ensure compliance with Section 1060.040 of the Zoning Ordinance. f. If sewer and water are planned to serve the accessory building, revised plans must be submitted with the building permit and the applicant must obtain the required permits. g. The accessory building shall not be used for living space. 9. The existing shed must be removed prior to occupying the new accessory building. 10. The applicant/landowner must record the approving resolution at Hennepin County and provide proof of recording to the City. City of Corcoran March 25, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-21 Page 4 of 5 VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Thomas, Manoj Thomas, Manoj Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 25th day of March 2021. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran March 25, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-21 Page 5 of 5 ATTACHEMENT A The east 416.67 feet of the west 833.34 feet of the north 563.00 feet of the Southeast Quarter of Section 7, Township 119, Range 23, Hennepin County. Minnesota. Subject to the right-of-way of County Road No. 30 over the north 50.00 feet thereof. Engineer’s Memo \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR21003 - Larson IUP for CHOL\2021-02-22 engineers memo - Larson Detailing CR 30.docx To: Kevin Mattson, PE, Director of Public Works From: Kent Torve, PE, City Engineer File: #002294-0032 Date: February 23, 2021 Reference: Larson Detailing Site Plan Review The site plan for the property along CR30 has an existing house and is being proposed to construct an outbuilding/pole barn. These comments apply for the proposed pole barn location as shown on plans dated 1/14/2021 (north of driveway). Any change in location will require additional review. Grading and Wetland Protection • No grading below elevation 1000 • Install silt fence between proposed building and wetland • Submit grading and erosion control escrow of $1,000. Hennepin County Natural Resources Map Date: 2/4/2021 Comments: This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2021 1 inch = 200 feet Legend FEMA Floodplains - 100 Year A AE FLOODPLAIN AH AO AE FLOODWAY Wetlands Potential Wetland - HCWI Probable Wetland - HCWI Probable Wetland - NWI PID: 0711923420003 Address: 23405 CO RD NO 30, CORCORAN Owner Name: JASON LARSON Acres: 4.91 ¯ 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: March 16, 2021 for the March 25, 2021 City Council Meeting RE: Request for City Council Acknowledgement conditions of Resolution 85-5 approving the final plat of Meadow Trails have been met (PID 35-119-23-12-0002) (city file 20- 042) 60-DAY REVIEW DEADLINE:N/A 1.Application Request US Home Corporation dba Lennar (“the applicant”) has requested Council action to acknowledge that the conditions of Resolution 85-5 approving the final plat for Meadow Trails have been met. 2.Analysis of Request The applicant has preliminary plat approval for “Tavera”, a multi-phase residential property that includes five parcels, one of which was platted in 1985 as Lot 10, Block 1, Meadow Trails. The approving resolutions for the Meadow Trails final plat (Resolution 85-5) included four conditions of approval. A review of the City files indicates that the conditions of approval were met and on December 12, 1985 the City Council adopted Resolution 1985-89 accepting the public street. The applicant has asked the Council to acknowledge that the conditions of Resolution 85-5 have been met. It is our understanding that their attorney believes that the City action is needed to ensure a clear title to the property the applicant is acquiring. While staff has never received a similar request, we have reviewed the request with the City Attorney and have no objection to requested action. 3. Recommendation Move to adopt Resolution 2021-25. Attachments 1.Resolution 2021-25 2.Site Location Map 3.Resolution 85-5 4.Meadow Trails Development Contract dated March 16, 1985 Agenda Item: 7e. City of Corcoran March 25, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-25 Page 1 of 1 Motion By: Seconded By: RESOLUTION ACKNOWLEDGING THAT THE CONDITIONS OF RESOLUTION 85-5 APPROVING THE FINAL PLAT OF MEADOW TRAILS HAVE BEEN MET (PID 35-119-23-12- 0002) (CITY FILE 20-042) WHEREAS, US Home Corporation dba Lennar (“the applicant”) has preliminary plat approval for “Tavera” a multi-phase subdivision that includes several parcels; WHEREAS, one of the parcels was previously platted as part of Meadow Trails subdivision and is legally described as: Lot 10, Block 1, Meadow Trails WHEREAS, US Home Corporation dba Lennar (“the applicant”) has requested that that City of Corcoran take action to acknowledge that the conditions of Resolution 85-5 approving the final plat for Meadow Trails have been met; WHEREAS, the City finds that those conditions have been met, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does acknowledge that the four conditions of approval have been addressed. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Thomas, Manoj Thomas, Manoj Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 25th day of March 2021. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: March 16, 2021 for the March 25, 2021 City Council Meeting RE: Final Plat and Final Planned Unit Development (PUD) Plan for “Tavera” (PID 35-119- 23-41-0002) (city file no. 20-042) 60-DAY REVIEW DEADLINE:March 30, 2021 1.Application Request The applicant, Lennar, has requested approval of the final plat and final PUD development plan for Tavera. This initial phase plats part of the former Wessel property for 33 single family home lots and three outlots. The new entrance off County Road 116 would be constructed with this initial phase. 2.Planning Commission Review The Planning Commission reviewed the Final PUD Plan at the March 4th meeting. There was no once present to speak on this item. The Commission voted 4-0 to recommend approval. 3.Background On June 25, 2020, The City Council approved the Comprehensive Plan Amendment, Rezoning, Preliminary Plat and Preliminary PUD Development Plan for “Tavera”, a 549-unit a mix of single- family, villa, twinhome and townhome units. On January 25, 2021, Hennepin County approved lot division for the Wessel property. The lot split did not require City Council approval because lot splits that create parcels a minimum of 20 acres with 500 feet of frontage on a public street are exempt from subdivision by MN Statute. The split created two parcels and the proposed phase 1 development is on the northern parcel. 4.Analysis of Request Staff has reviewed the application for consistency with Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance and City Code requirements, as well as City policies. The City Engineer’s comments are incorporated into this staff report, the detailed comments are included in the attached engineering memo and the approval conditions require compliance with the memo. A.Level of City Discretion in Decision-Making The City’s discretion in approving a final PUD is limited to whether the proposed plan is in substantial conformance with the preliminary PUD development plan. If it meets these standards, the City must approve the final PUD development plan. Agenda Item: 8a. Tavera Final PUD Development Plan (city file 20-042) 2 March 25, 2021 The City’s discretion in approving a final plat is limited to whether the proposed plat meets the standards outlined in the City’s subdivision and zoning ordinance. If it meets these standards, the City must approve the final plat. B. Consistency with Ordinance Standards Final PUD Development Plan Staff has reviewed the application for consistency with the approved preliminary plans, as well as City policies. Staff finds that the final PUD development plan is generally consistent with the approved preliminary plans. However, there are a number of conditions that must be addressed prior to release of the final plat and authorization to begin construction. The applicant has submitted a plan for the first phase of the development and is requesting approval to grade an expanded area outside of the phase 1 boundaries. The applicant is proposing to grade for construction of Horseshoe Trail and everything south to Hackamore. Historically, the City has not allowed grading outside of the limits of the plat. However, the City Engineer is willing to allow the expanded grading limits to balance the site provided all of the conditions in the approvals are addressed. Staff has included a condition requiring them to obtain written landowner approval for the work before the grading permit is issued. The final plat/PUD is only for the north portion of the Wessel property (PID 35-119-23-41-0002). Lennar must provide landowner approval for early grading on the three other parcels that are in the master plan but are not part of the phase 1 plat (PID No. 35-119- 23-44-0004, 35-119-23-43-0001 and 35-119-23-41-0001). Phase 1 of the proposed development which includes 33 new single-family homes and three outlots. All the homes proposed in this development will be single-family homes on lots ranging from 7,215 – 18,058 sq. ft. There is a master association for maintain common areas (signs, boulevard irrigation and landscaping, etc.) and sub-associations for the villa, twinhome and townhome units. Preliminary PUD Development Plan The neighborhood will be built over eight years and we can expect that house plans offered by Lennar today may be modified with different options by the time the project is built out. Therefore, it is important to establish basic standards that will carry through development of the PUD rather than approve specific models. The developer has provided example products for discussion with the preliminary approvals and conditions were included to ensure compliance with those approvals, but other house plans could be approved by staff over time. The plan includes a mix of the approved single family home lot sizes (55-, 65- and 75-foot wide lots). Tavera Final PUD Development Plan (city file 20-042) 3 March 25, 2021 Lot Dimensions and Setbacks The preliminary plat approval granted some flexibility from the lot size and width standards and rear yard setbacks for decks and patios. The approved standards are included in the approving resolutions. However, since buyers will select their individual home for each lot, staff will review setbacks for compliance with these standards as part of the building permit application. Design Standards The applicant as granted flexibility from the garage standards in in Section 1040.040, Subd 8 of the Zoning Ordinance as part of the preliminary approvals. At this time, we do not have specific house plans approved and will need to work with the City to develop a palette of approved home plans that meet these standards prior to issuance of building permits. Grading The applicant is proposing to grade the site from Horseshoe Trail to Hackamore as part of this phase. The engineer’s memo notes that Elm Creek Watershed Management Commission approval is required prior to beginning any site activity. Additionally, the grading plans must be approved but the City, the development contract executed and financial guarantees in place. The grading plan shows a stockpile north of Horseshoe Trail, which is outside the boundaries of the phase 1 plat and phase 1 grading boundaries. This 40,000 cubic yard temporary stockpile is estimated at 20 feet tall. The final stockpile location must be approved by the City Engineer. Utilities The City Engineer’s memo provides detailed utility comments. This project will extend municipal sewer and water to the site from the Ravinia development to serve this site. The City ordinance requires developers to stub sanitary sewer, water and streets to the property line, which means development of this infrastructure makes development possible for adjacent properties. The city engineer’s memo includes additional requirements that must be addressed. Transportation As part of this phase 1 plat, the developer will construct Horseshoe Trail, Tamarack Lane (shown as Tavera Lane), 64th Avenue (shown as Kiara Lane), 65th Avenue (shown as Honeysuckle Lane). The plat must be revised to comply with the street naming policy. The City will design, bid and manage and the developer will fund the County Road 116 improvements at Horseshoe Trail. This project includes turn lanes. The plans must be updated to show these turn lanes to ensure layout and grading matches. Tavera Final PUD Development Plan (city file 20-042) 4 March 25, 2021 The developer is proposing a cul de sac on the north and a street with an island on the south portion of this plat. Where islands are proposed, the HOA shall be responsible for maintenance of these landscape islands. The City Engineer’s memo provides more detailed transportation comments. The draft resolution requires compliance with the engineer’s memo. Existing Easements There is a large electrical Transmission line easement that runs east west through the southern portion of the site where grading is proposed. No home sites are being platted in this area in phase 1. Staff has included a condition that the applicant provide details of this easement and any restrictions to ensure there are no conflicts with the proposed plans. There is another overhead powerline that extends across Horseshoe trail. Section 945.060, Subd. 1 of the City Code requires all utilities within a project to be located underground and where existing facilities exist they must be moved underground. New standard drainage and utility easements will be provided with the plat around the perimeter of the lots, over stormwater management ponds and over the wetlands (over the wetland and buffer areas). The engineer’s memo notes where revisions are required. Stormwater The plans show two stormwater ponds in phase 1 and some temporary basins proposed as part of the phase 1 grading plan. The plan must comply with City, Watershed and State requirements. Additional details are needed from the applicant to ensure compliance with regulations and manage drainage near adjacent properties during construction. Elm Creek Watershed Management Commission must also approve the plans and grant approval prior to beginning work on site. Wetlands Wetland permitting is still in process and that could result in changes to the development layout. The applicant is proposing nearly 3 acres of wetland impact on the site and intends to purchase off-site wetland credits to mitigate for the impact. Section 1050.010 establishes standards for the wetland overlay district. This includes establishment of wetland buffer strips with an average buffer width of 25 feet plus a 15-foot structure setback from the buffer. Wetland buffer signs are required to be installed at each lot line where it crosses a wetland buffer, and where needed to indicate the contour of the buffer, with a maximum spacing of 200 feet of wetland edge. The wetland buffer planting and maintenance plan must be submitted for review and approval by the City. The plans must be revised to show compliance with these requirements. Tavera Final PUD Development Plan (city file 20-042) 5 March 25, 2021 Natural Resources The Comprehensive Plan includes a Natural Resource Inventory Areas map (Map 1-7) that shows wetlands and woodland areas and an Ecologically Significant Natural Areas map (Map 1-12) that shows Oak Forest, Maple-basswood forest and lowland hardwood forest scattered throughout the site. The City does not have a tree preservation ordinance. However, as part of the preliminary approvals, the applicant indicated that preservation of a significant portion of these areas is one of the PUD benefits. The plans showed preservation of 44% of the ecologically significant areas and 70% of the woodland areas outside of those boundaries, resulting in 52% of the woodland areas on site being preserved. The final PUD plans show 42% preservation of the ecologically significant areas and 70% of the woodland areas outside of the boundaries. Although the applicant’s narrative does not provide information about the change, it appears that the additional tree removal is in area 3 where the City required the trail to moved west from the street to an off-road trail in the wooded area. The applicant has generally been able to preserve the woodland areas on the perimeter of the site which will provide a buffer to adjacent properties. The plans must be revised to provide tree protection fencing on the grading plans. This fencing must be installed before any site work begins. The preliminary approvals require submittal of a conservation easement for the tree protection areas. The applicant must submit the conservation easement for review and approval by the City. The HOA is responsible for maintenance of this area and the maintenance plan must be submitted with the HOA documents for City review and approval. This must be recorded before any site work is allowed. Landscaping The applicant is required to provide one tree for each dwelling unit. These trees are generally proposed to be evenly spaced in the front yard along the street to create a tree lined street canopy. There are several trees that appear to conflict with the proposed driveways in Block 4 and may require the driveway to be shifted to maintain the street tree spacing. Staff recommends all trees be planted when the street is completed, but these must be planted prior to issuance of a certificate of occupancy for the adjacent home. A setback reduction from 100 feet to 60 feet is requested as allowed by Section 1060 of the Zoning ordinance, which allows the reduction by right if additional landscaping is required. The ordinance requires 1 overstory deciduous tree, 1 overstory coniferous tree, 2 ornamental trees, and 10 understory shrubs per 100 ft. of the project site where the reduction is requested. The applicant requested and received PUD approval to add additional trees in lieu of shrubs. The plan complies with the PUD approval. There is a potential for a conflict with the utilities and landscaping along County Road 116. The applicant and staff will need to work to avoid conflicts and the plans will be revised as required. Tavera Final PUD Development Plan (city file 20-042) 6 March 25, 2021 The irrigation plan includes some potable water and stormwater reuse. The City requires a detailed irrigation operation and maintenance plan for the system as noted in the engineering memo. The irrigation system must have a rain detection device so as to prevent irrigation during rain events. Lighting Standard street lighting will be provided by Wright Hennepin Electric. Streetlights are generally located on the sidewalk side of the street but will be coordinated with the City and field located during construction. Signage Chapter 84 of the City Code regulates signage. The master plan showed signage in the following locations: • At the NW corner of Hackamore and County Road 116. This indicated as a Corcoran gateway sign • One monument sign at the entrance off Hackamore • Two monument signs at Horseshoe Trail and Street A near the park • One monument sign at the entrance off County Road 116 The phase one plat includes a new development sign at the southwest corner of Horseshoe Trail and County Road 116. The approvals allow one 32 sq. ft. sign at this location. The sign shown on the landscape plans show a sign that exceeds the allowed amount and must be revised. The ordinance requires signs to be set back 10 feet from the property line and outside the sight visibility triangle. The applicant must show compliance with these setback requirements when the sign permit is requested. Parks and Trails The 2040 Parks and Trails Plan map shows On Road trails on County Road 116, Hackamore Road and Horseshoe Trail (66th Avenue/Gleason Parkway), which can be accommodated in the right-of- way. There is an Off Road trail running north to south in this area and this trail coincides with the regional trail planned by Three Rivers Park District. The preliminary approvals included a 4.06-acre park and 1.8-miles of trails. Additionally, Outlot K (as noted in the preliminary plat) will be deeded to the City to provide access to the park. This will also preserve options for a future extension of Horseshoe Trail should the properties to the west redevelop in the future. No land dedication is provided with phase 1. Trails and Sidewalks A new trail will be constructed on the north side of Horseshoe Trail and a sidewalk on the south side. Sidewalks will be constructed on one side of each of the new streets. Tavera Final PUD Development Plan (city file 20-042) 7 March 25, 2021 There were a number of revisions required with the preliminary approvals that must be addressed for this phase: • The sidewalk connection from Horseshoe Trail to Honeysuckle Lane must be revised to meet ADA standards. • The sidewalk on Street A/Tavera Lane/ Tamarack Lane must be shifted to the east side of the street. • Rather than the mid-block trail crossing from the outlot to the park, the trail in what was Outlot N in the preliminary approvals should be shifted east north of the wetland to connect at the intersection of Horseshoe Trail and Tamarack Lane. Trails will be maintained by the City according to City trail policy and sidewalks will be maintained by the HOA or homeowners. The HOA documents will need to clearly define this responsibility. Park Dedication The City should accept park dedication in the form of land where shown on the maps. The City may accept cash-in-lieu of land if park dedication requirements are not met by the land dedication. The plans show a gross land area of 273.57 acres and 192.53 pre-development net acres. The park dedication ordinance requires 15% of the land area (or the market value of that land). In this case, the developer would be required to dedicate: • 15% of 192.53 acres = 28.88 acres The park dedication requirements for this plat would be satisfied with a combination of park land dedication (park and trail easement) plus cash-in-lieu of fees. Park dedication will be based on the park dedication fee in place at the time the plat is released for filing. Park dedication for the 33 lots included in phase 1 shall be cash-in-lieu of land. The current park dedication requirement would be $152,924 (33 x $4,628). Final Plat The applicant is requesting approval of a final plat for 33 single-family residential home lots and three outlots. The final plat is consistent with the approved preliminary plat. Development Phasing The developer plans to develop this project in eight phases. Timing will be contingent upon extension of public infrastructure and market demand. The phasing plan may be modified at each stage to better correspond with public improvements. Tavera Final PUD Development Plan (city file 20-042) 8 March 25, 2021 Conclusion Staff finds that the proposed plan is generally consistent with the Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance, and preliminary PUD approvals. The staff report noted the outstanding issues that must be addressed and staff has included conditions in the attached resolution to address these issues. 5. Recommendation Move to adopt: a. Resolution 2021-22 approving the final PUD development plan and b. Resolution 2021-23 approving the final plat and development contract Attachments 1. Resolution 2021-22 approving final PUD development plan 2. Resolution 2021-23 approving final plat and development contract 3. City engineer’s memo dated February 25, 2021 4. Development Contract 5. Location map 6. Applicant’s narrative dated December 1, 2020 7. Wessel Lot Split Graphic dated December 17, 020 8. Final PUD Development Plans dated January 29, 2021 9. Grading Plans dated January 29, 2021 10. Landscape Plans dated January 29, 2021 11. Final PUD Development Plans and exhibits dated January 29, 2021 12. Irrigation plan dated January 29, 2021 13. Final Plat Dated January 29, 2021 14. Preliminary Plan rendering dated June 6, 2020 City of Corcoran March 25, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-22 Page 1 of 7 Motion By: Seconded By: APPROVING FINAL PLANNED UNIT DEVELOPMENT (PUD) PLAN FOR “TAVERA 1ST ADDITION” FOR LENNAR (PID 35-119-23-41-0002) (CITY FILE NO. 20-042) WHEREAS, US Home Corporation LLC dba Lennar (“the applicant”) has requested approval of a final PUD (planned unit development) plan for “Tavera 1st Addition” for 33 new residential lots and three outlots on property legally described as: See Attachment A WHEREAS, the Planning Commission has reviewed the plan at a public meeting and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a final PUD development plan, subject to the following conditions: 1. A final PUD development plan is approved to create 33 lots and three outlots for “Tavera 1st Addition”, in accordance with the plans and application received by the City on November 19 2020 and revision received on December 1, 2020, December 23, 2020, December 30, 2020 and January 6, 2021, except as amended by this resolution. 2. Approval is subject to the preliminary approvals (Resolutions 2020-50 and 2020-51). 3. The applicant shall comply with all requirements of the City Engineer’s memo, dated February 25, 2021. 4. City landscape details must be shown on the plans. 5. Lawn sprinklers/irrigation systems (if provided) shall all have rain sensors to limit unnecessary watering. 6. The irrigation operation and maintenance plan must be approved by the City Engineer. 7. The HOA shall be responsible for maintenance of: a. Landscaping and any irrigation in the cul de sac islands b. Landscaping and any irrigation in the common areas c. Wetland/pond buffer areas d. Sidewalks e. All common areas, including signage, lighting and landscaping in those areas. 8. The following documents must be approved by the City Attorney and recorded at Hennepin County: a. Stormwater Maintenance Agreement b. Temporary Turnaround Easements City of Corcoran March 25, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-22 Page 2 of 7 c. Maintenance and Encroachment agreements for landscaping in the public right-of- way. d. Conservation easement over tree preservation areas. e. Homeowners Association documents. 9. PUD flexibility is granted to establish the following lot standards for this development: 75-foot lots (58 homes) 65-foot lots (165 homes) 55-foot lots (51 homes) Minimum Lot Area 9,000 sq. ft. 7,800 sq. ft. 6,600 sq. ft. Minimum lot width 75 feet 65 feet 55 feet Front, From Major Roadways* 60 feet 60 feet 60 feet Front, From all other streets 25 feet /20 feet side street 25 feet /20 feet side street 25 feet /20 feet side street Front Porch (≤ 120 square feet) 15 feet 15 feet 15 feet Side (living) 7.5 feet 7.5 feet 7.5 feet Side (garage)** 7.5 feet 7.5 feet 7.5 feet Rear+ 30 feet / 20 feet for deck/patios 30 feet / 20 feet for deck/patios 30 feet / 20 feet for deck/patios Maximum Principal Building Height 35 feet 35 feet 35 feet *Major Roadways are Principal Arterial, A Minor Reliever, A Minor Expander and A Minor Connector Roadways as shown on the 2030 Roadway Functional Classification map in the 2030 Comprehensive Plan. (reduction from 100 feet to 60 feet per Section 1060.070, Subd.K) **Minimum separation between structures on adjacent parcels shall be 15 feet. +Homes on Lots 226-228, 375-380 and 490-501 shall be required to meet the 30-foot rear yard setback for structures, including patios and decks. 10. All garages must have a minimum 22-foot wide parking area between the garage and right-of-way that does not overlap into sidewalks, drives or streets. 11. Mechanical equipment (including air conditioning units) must be located in the side or rear yard. 12. Driveways may not encroach in the drainage and utility easements on the side yards 13. The following items must be completed and approved by the City prior to release of the final plat: a. The developer must update the lot tabulation to reference product type for each lot. b. The plans show centralized mailbox locations. These mailbox locations shall be approved by the US Postal Service and proof of the approved locations provided to the City. c. Woodland areas shown as preserved on the plans must be protected. i. Tree preservation fencing must be shown on the grading plan. ii. Tree protection fencing must be installed on site prior to beginning work. City of Corcoran March 25, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-22 Page 3 of 7 iii. Tree preservation areas must be protected by a permanent conservation easement. iv. The conservation easement boundary must be shown on the grading plan. v. The applicant must submit a new plan sheet that shows tree preservation and disturbed areas (grading, utilities and landscaping etc.). d. The wetland mitigation plan must be approved. e. Wetland buffers, setbacks and monuments must be shown grading and site plan sheets. f. The wetland buffers monuments are missing in several locations for the Tavera 1st Addition. The plan must be revised to comply with City standards. g. Street names on all sheets shall be revised to comply with the City naming policy. h. Park Dedication will be satisfied by dedication of neighborhood park land, off road trail and cash-in-lieu of land for this project. Park dedication will be required at each phase. This phase requires the following: i. The applicant shall provide a final calculation of the net and gross acreage of project, park and trail easement to staff prior to final plan and final PUD plan submittal. ii. The developer shall construct all trails and sidewalks shown on the plan, except the on-road trails on County Road 101 and Hackamore Road. iii. The developer shall adjust trail and sidewalk alignment and provide connections as recommended by staff in the June 25, 2020 staff report. iv. Park dedication shall be cash-in-lieu for the 33 lots in this phase. Park dedication shall be subject to park dedication fees in place when the final plat is released for recording. i. Assessments are due for the property (PID 35-119-23-44-0001) and must be paid prior to release of the final plat. j. The transmission line easement documents must be submitted to the City for review. The plans must comply with any easement restrictions. k. The applicant shall provide copies of the final HOA documents/covenants for City review and approval. These documents must be recorded with the final plat. l. The applicant shall provide the approved preliminary and final plan drawings to the City in an electronic (AutoCAD) format. 14. Prior to beginning any site work, the applicant must obtain written approval from all landowner owners in the Phase 1 grading area. 15. The following items must be addressed prior to issuance of building permits: City of Corcoran March 25, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-22 Page 4 of 7 a. The applicant shall provide proof of recording the final plat and related documents at Hennepin County. b. The developer shall draft a conservation easement for review and approval by the City. c. The conservation easement areas shall be managed by the HOA. A maintenance plan must be submitted for review and approval by the City. d. A wetland buffer planting plan and maintenance plan must be submitted for review and approval by the City. e. The site plan must show the wetland buffers and setbacks with the house pads. f. The single family homes must comply with the standards in Section 1040.040, Subd. 8, except as specifically modified by this resolution. g. PUD flexibility is provided to allow the face of the garage to exceed 55% of the building face for the single family homes. In exchange for this flexibility: i. Garage door colors shall be compatible with the building colors. ii. Garage doors shall be architecturally styled (this includes details such as raised panels, accent color, windows, etc.) to match the exterior of the home. iii. The garage must not extend in front of the home (including the front porch) on homes that exceed 55% garage face. h. In exchange for the PUD flexibility for the single family homes: i. A color or texture change shall be provided on all sides of the homes such as but not limited to lap siding changes, band boards, board and batten, or shake or scale textures. Variations to exterior siding textures or colors may be horizontal or vertical. ii. A 4” LP trim on all windows on all elevations. iii. Optional window grids or optional shutters on some homes. The developer shall work with staff to better define this application. i. Building plans must provide elevations with colors, material details and percentages on the elevations to confirm compliance with ordinance standards. j. The City and developer shall develop a palette of approved home plans for Tavera 1st Addition. k. Trees should be planted in the right-of-way for the 80-foot and the 60-foot streets (where there is room for the public infrastructure and the trees) but be placed outside of the right-of-way in the 50-foot wide streets. i. Trees must be planted prior to issuance of a certificate of occupancy for the adjacent home. ii. The driveways in Block 4 appear to conflict with the tree location and will need to be shifted to accommodate the street tree. City of Corcoran March 25, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-22 Page 5 of 7 l. Signage is approved for the following to allow a 32 sq. ft. project sign at the County Road 116 entrance with this phase. i. The plans must be revised to comply with city standards. ii. Details about materials, lighting and dimensions must be provided. iii. Sign permits will be required prior to construction of any signs. m. Section 1050.010 requires a 15-foot structure setback, but allows patios and decks to encroach a maximum of 6 feet into required structure setback. n. All permanent wetland buffer monument signs must be erected along the wetland buffer line as required by Section 1050.010, Subd. 7 of the Zoning Ordinance. i. Wetland signs shall be purchased from the City. ii. The final locations must be inspected and approved by City staff. iii. Monuments and signs shall be installed prior to approval of the building permit. o. The development shall comply with the City’s requirements regarding fire access, fire protection and fire flow calculations, the location of fire hydrants, fire department connections and fire lane signage. p. Parking shall be permitted on one side of the local streets and shall be signed in accordance with city standards. q. All utility facilities shall be located underground. r. Barricades and signage indicating future extension shall be installed, consistent with Section 945.010, Subd. 19 of the Subdivision Ordinance. 16. Any request to for the City to inspect the required landscaping in order to reduce financial guarantees must be accompanied by recertification/verification of field inspection by the project Landscape Architect. A letter signed by the project Landscape Architect verifying plantings (including wetland and pond buffers) have been correctly installed in compliance with the plans and specifications will suffice. City of Corcoran March 25, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-22 Page 6 of 7 VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Thomas, Manoj Thomas, Manoj Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 25th day of March 2021. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran March 25, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-22 Page 7 of 7 Attachment A All that part of the East Half of the Southeast Quarter of Section 35, Township 119, Range 23, Hennepin County, Minnesota lying west of the east 40.00 feet thereof. EXCEPT: The East 16 rods of the north 20 rods of the south 29.8 rods of the Northeast Quarter of the Southeast Quarter of said Section 35. AND EXCEPT: The south 1250.00 feet thereof. Together with: All that part of the East Half of the Northeast Quarter of Section 35, Township 119, Range 23, Hennepin County, Minnesota. EXCEPT the east 40.00 feet thereof. City of Corcoran March 25, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-23 Page 1 of 4 Motion By: Seconded By: APPROVING FINAL PLAT AND DEVELOPMENT CONTRACT FOR “TAVERA 1ST ADDITION” FOR LENNAR (PID 35-119-23-41-0002) (CITY FILE NO. 20-042) WHEREAS, US Home Corporation LLC dba Lennar (“the applicant”) has requested approval of a final plat for “Tavera 1st Addition” for 33 new residential lots and three outlots on property legally described as: See Attachment A FURTHER, that the development contract for said plat shall be completed by city staff and the Mayor and that the City Administrator be authorized to execute the development contract on behalf of the City; and NOW, THEREFORE, BE IT RESOLVED that it should and hereby does approve the request for a final plat for Tavera 1st Addition, subject to the following conditions: 1.A final plat is approved to allow the creation of 33 lots and three outlots, in accordance with the plans and application received by the City on November 19 2020 and revision received on December 1, 2020, December 23, 2020, December 30, 2020 and January 6, 2021, except as amended by this resolution. 2.Approval is contingent upon City Council approval of the final PUD development plan and development contract. 3.The development contract must be executed by the developer and the City and must be filed with the final plat. 4.Development is subject to all conditions of the “Tavera” preliminary plat and preliminary PUD approvals. 5.The developer must submit a final plat for each future phase of development. No final approvals are granted at this time for phases of development. 6.Park dedication is based on the development of the entire Bellwether site approved under the preliminary PUD and shall be the equivalent of approximately 5.86 acres. Park dedication in this phase shall be as follows: a.Cash-in-lieu for the 33 single family lots based on the park dedication fee in place at the time the plat is released for filing. Current fee is $152,924 (33 x $4,628). 7.The applicant shall comply with all requirements of the City Engineer’s memo, dated February 25, 2021. City of Corcoran March 25, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-23 Page 2 of 4 8.Drainage and utility easements must be provided over all wetlands, wetland buffers and ponds. FURTHER, that the following conditions be met prior to issuance of building permits: 9.All permanent wetland buffer monument signs must be erected along the wetland buffer line as required by Section 1050.010, Subd. 7 of the Zoning Ordinance. a.Wetland signs shall be purchased from the City. b.The final locations must be inspected and approved by City staff. c.Monuments and signs shall be installed prior to approval of the building permit. 10.The applicant must file the final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. 11.The following documents must be approved by the City Attorney and recorded at Hennepin County: a.Stormwater Maintenance Agreement b. Temporary Turnaround Easements c.Maintenance and Encroachment agreements for landscaping in the public right- of-way. d.Homeowners association documents e.Conservation easement for tree preservation 12.Record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. 13.The applicant shall provide proof of recording the final plat and related documents at Hennepin County. 14.The applicant shall provide the approved preliminary and final plat drawings to the City in an electronic (AutoCAD) format. FURTHER, that the following conditions be met prior to release of remaining escrow: 15.Lot corner monuments shall be installed as required by the Subdivision Ordinance. A financial guarantee shall be required to ensure installation per city requirements. City of Corcoran March 25,2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-23 Page 3 of 4 VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Thomas, Manoj Thomas, Manoj Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 25th day of March 2021. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran March 25, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-23 Page 4 of 4 Attachment A All that part of the East Half of the Southeast Quarter of Section 35, Township 119, Range 23, Hennepin County, Minnesota lying west of the east 40.00 feet thereof. EXCEPT: The East 16 rods of the north 20 rods of the south 29.8 rods of the Northeast Quarter of the Southeast Quarter of said Section 35. AND EXCEPT: The south 1250.00 feet thereof. Together with: All that part of the East Half of the Northeast Quarter of Section 35, Township 119, Range 23, Hennepin County, Minnesota. EXCEPT the east 40.00 feet thereof. Memo To: Kevin Mattson, PE, PW Director From: Kent Torve, City Engineer Steve Hegland, PE Todd Shoemaker, PE File: B002294-20-500 Date: February 25, 2021 Reference: Tavera – Plan Review Comments Draft for DRC Exhibits: This Memorandum is based on a review of the following documents (1/29/21) by Pioneer Engineering: •Tavera Phase I Grading Plan, •Tavera PUD & Master Utility Plan Set, •Tavera Phase I Utility Plan, •Tavera 1st Addition, (no date), and •Tavera Phase 1 Storm Water Management Plan. General: 1.A written response shall be provided for each of the following comments. 2.In addition to engineering related comments per these plans, the proposed plans are subject to additional planning, zoning, land-use, and other applicable codes of the City of Corcoran. 3.Final approval by the Elm Creek Watershed Management Commission must be attained before any site grading or activity may commence. Plat: 1.Provide easement for sidewalk north of Honeysuckle Lane cul-de-sac to Horseshoe Trail. 2.Additional Drainage and Utility (D&U) Easement shall be provided over Lots 10 and 11, Block 4 for the sanitary sewer and watermain. 3.Easements shall be provided over all public utilities such that they provide sufficient access for the City to access, repair and maintain all infrastructure. 4.Separate easements for trail purposes shall be provided when the trail or sidewalk is outside of the ROW. 5.Label the HWL of wetlands to ensure that D&U easements fully cover the surface. February 25, 2021 Kevin Mattson, City of Corcoran Page 2 of 11 Reference: Tavera – Plan Review Comments kl \\mspfsv02\designdepot\workshop\city of corcoran\cor20042 - tavera fp and fpud\2021-02-24 engineer memo tavera plan review ph 1 and pud.docx Transportation: 1. The turn lanes for County Road County Road 116 into the site should be shown on the plans to ensure the layout and grading matches the proposed. Drawing files can be provided by City. 2. All 28’ roads shall be signed “No Parking” on one side of the roadway with No Parking signs also required within all cul-de-sacs. Final sign location to be coordinated with City. 3. Radii within development to be 30’ off Horseshoe Trail and 25’ on all internal streets. See City detail STR- 8. Verify all radii are to back of curb. 4. Verify/modify that all streets are designed with 2.5% crown. Road profile at Tavera Drive and Horseshoe Trail indicates roads were designed with 2% crown. 5. Revise the intersection of Horseshoe Trail and Tavera Drive to make Tavera Drive be the primary roadway crown. Site Plans: 1. The existing and proposed drainage and utility easements shown shall be clearly labeled on all plan drawings. The wetland buffers shall also be clearly identified and labeled. 2. Street lighting locations shall be reviewed by Public Safety and final lighting locations shall be determined by City. • Place streetlight at intersection of Horseshoe Trail and County Road 116. 3. At the time of future street and utility connections to the property boundaries, ghost platting may be necessary to ensure connection locations are appropriate. Watermain/Sanitary Sewer 1. In the Master PUD plans, several 8” sewer runs are identified at less than 0.4% (minimum) slope, notably at MH1101 and MH 1102. These shall be adjusted. 2. The applicant shall show a cross connection of the watermain into City of Medina at Medina Lake Road. 3. Water stubs to east and west on Hackamore Road are shown within the roadway. The actual stubs shall be shifted outside the roadway and the city will review and adjust final stub locations. 4. Plan and profiles for all utilities shall be provided. 5. Hydrant spacing to be reviewed by Public Safety. February 25, 2021 Kevin Mattson, City of Corcoran Page 3 of 11 Reference: Tavera – Plan Review Comments kl \\mspfsv02\designdepot\workshop\city of corcoran\cor20042 - tavera fp and fpud\2021-02-24 engineer memo tavera plan review ph 1 and pud.docx 6. Valve locations to be further reviewed. Generally, valves shall be located at all intersection and number required are one less valve than the number of legs. Valves should typically be located out from the end radius points unless specific circumstances don’t allow. • Relocate valve at intersection of Tavera Drive and Horseshoe Trail to south end radius on Tavera Drive. 7. Show storm sewer STMH-3007 to CB-3041B on profile. Lower and insulate water services as needed. 8. Hydrant located at station 5+87.5 on Horseshoe Trail to be relocated west of watermain lowering to avoid hydrant riser. 9. Removal and replacement of watermain connection on Horseshoe Trail does not appear to be necessary and adds additional fittings. Connect to the existing watermain or provide additional justification for need to replace watermain. 10. Sanitary sewer station 18+50 to 19+50 to be insulated with minimum 4” insulation 11. Sanitary Sewer from MH-1002 to MH-1003 should be placed at a minimum slope per the 10 States Standards Guidance 12. All sanitary sewer services shall comply with sanitary sewer detail SAN-6. Sanitary services shall be PVC Schedule 40. Revise notes accordingly. Contact Sam.Butler@wenck.com. 13. The City has used PVC pipe for directional drilling including the recently completed SE Corcoran 2020 Trunk Watermain project that extended watermain to Tavera. The plans show directional drilling is identified as HDPE but City may be require PVC. 14. A water stub should be extended through the future park (Outlot C) for future looping of Elm St. The stub should be left at the northern property line between 6511 Elm St and 6510 Elm St. Wetlands and Permits 1. Wetland permitting is in process, therefore the potential exists that wetland impacts could result in the loss of lots or modifications of the development layout. • If offsite impacts are necessary, the applicant shall ensure adjacent property owners have agreed to all impacts or shall work with the City to ensure all impacts are agreed to prior to permitting. 2. Show updated wetland buffer signs on overall grading plans. 3. The City shall receive any/all communication with the DNR on the permitting and impacts to the Wetland in Outlot V. February 25, 2021 Kevin Mattson, City of Corcoran Page 4 of 11 Reference: Tavera – Plan Review Comments kl \\mspfsv02\designdepot\workshop\city of corcoran\cor20042 - tavera fp and fpud\2021-02-24 engineer memo tavera plan review ph 1 and pud.docx Grading and Stormsewer 1. All pedestrian ramps shall be ADA compliant and detailed designs shall be provided for all landings showing elevations in compliance with those requirements. Cross slopes were provided in the gutter line but the applicant should provide additional spot elevations along sidewalk to confirm ADA compliance 2. The sidewalk connection between Honeysuckle Lane and Horseshoe Trail should be adjusted to be less than a 5% slope for ADA compliance. 3. Sumps will be required in the last accessible structure prior to stormwater basins and all storm structures with vertical drops of 18” or greater. • There are several structures within the 1st Addition which will require sumps. 4. Label the EOFs where water will be collected including low areas in roadways and greenspaces. 5. All drainage swales shall maintain a minimum of 2% slope and all side slopes should be 4:1 or flatter unless approved by the City. 6. 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. 7. Draintile west of CBMH-4001 and CBMH-4002 to tie into CB-3504 and CBMH-3503. 8. A significant amount of runoff is routed to the inlets behind Lots 150 and 151. Label the HWL in this area and show the extents of the ponding. 9. A review of separation requirements was completed, however adjustments to the grading and storm sewer system may be required based on further review. 10. Revise the overland and culvert EOF elevations such that the elevations are one foot above basin and wetland HWLs. Additionally, there should be no backflow through an EOF. Revise SWMM model accordingly. 11. Raise top of berm elevations to be a minimum of 1-foot above the EOF for the following basins: • 100P, 150P, 180P, and 400P 12. Revise CBMH 3041 and 3042 catchments (or add inlets) to reduce inlet flows to below 2.5 CFS. The inlet flow is 3.91 to CBMH 3041 and 3.59 CFS to CBMH 3042 as currently designed. 13. Revise Time of Concentration (Tc) values in the storm sewer design calculations to match the values provided in the Tc column of Table 4.6. Resubmit storm sewer design calculations. February 25, 2021 Kevin Mattson, City of Corcoran Page 5 of 11 Reference: Tavera – Plan Review Comments kl \\mspfsv02\designdepot\workshop\city of corcoran\cor20042 - tavera fp and fpud\2021-02-24 engineer memo tavera plan review ph 1 and pud.docx 14. Label the NWL (to one hundredth of a foot) of all wetlands and basins on Utility Master Plan. The NWL elevation should match the starting water elevation in SWMM which is calculated as the node invert plus the initial depth. The outlet elevations do not always correspond to the NWL. 15. Revise the wetlands and basins outlet elevation labels on Utility Master Plan to match the invert elevations shown on Utility Master Plan. There are several Wetlands and Basins with outlet elevation labels that do not match the elevation of the designed or existing outlet. Two examples are Wetland L and Wetland P. 16. Show Wetland E EOF on Utility and Grading Plan. 17. Show and label outlet(s) for Wetland F on Utility and Grading Plan. Elevations shown on Grading Plan do not correspond with elevations modeled in SWMM. Grade a contour of 1001.0 along east edge of Wetland G to ensure use of the EOF at 1000.5. 18. Basin 300P shows a NWL elevation (974.5’) line on the grading plan. Update this line location to be the low outlet elevation (975.75’). 19. Provide the following elevations on Sheet 6.01, Storm Sewer Construction Master Plan: • STMH 12 S Pipe Invert • CBMH-3098 NW Pipe Invert • Wetland 21 Outlet Invert and Size • STMH_L2 W Pipe Invert • Overland EOF from Wetland K to Wetland M (Show on Plans) • Overland EOF inverts and dimensions from Wetland Q to Wetland P (Show on Plans) • Overland EOF inverts and dimensions from Wetland P to Wetland N (Show on Plans) • STMH-N4 SW Pipe Invert 20. Provide structure details for OCS O, L, K, 1022 and STMH-12. 21. Clarify proposed pipes connecting to and from STMH-12. • Model indicates a 30” to a 42” arch to STMH-12 to a 48” RCP pipe. • Utility plan indicates 30” to a 42” arch (material not specified) to STMH-12 to a 45” CMP. The change/upgrade from CMP to RCP is not proposed on the plan and 45” CMP is an atypical of pipe size. February 25, 2021 Kevin Mattson, City of Corcoran Page 6 of 11 Reference: Tavera – Plan Review Comments kl \\mspfsv02\designdepot\workshop\city of corcoran\cor20042 - tavera fp and fpud\2021-02-24 engineer memo tavera plan review ph 1 and pud.docx 22. A temporary stormwater plan is identified to show the interim conditions for the site once grading is completed. Elevations should be added along with a typical cross section for all temporary ditches. 23. Trails should be located 1’ above HWL or adjacent ponds or wetlands. This includes specifically trail in backyard of Lots 212-217. 24. Flared end sections should not discharge across filter benches. End of Comments Attachment A February 25, 2021 Kevin Mattson, City of Corcoran Page 8 of 11 Reference: Tavera – Plan Review Comments kl \\mspfsv02\designdepot\workshop\city of corcoran\cor20042 - tavera fp and fpud\2021-02-24 engineer memo tavera plan review ph 1 and pud.docx To: Kevin Mattson, City of Corcoran From: Kent Torve, City Engineer Todd Shoemaker, PE Alec Dix Project: Tavera Grading and Stormwater Review Date: February 22, 2021 Introduction This attachment was created as standalone stormwater modeling/grading memorandum as supplement to Plan Review memo. General 1. The City of Corcoran Stormwater Guidelines for Development Review were referenced for basic framework of stormwater management. 2. A stormwater network is provided with the overall PUD plans for the northern portion of the project, however overall grading and stormwater management plans were not provided. a. Prior to performing any work in this area, a complete grading and stormwater management plan shall be approved by the City for review. b. During the review of those plans, additional modifications to the infrastructure system including water main, sanitary sewer, storm sewer, street system and ponding may be required. This may result in impacting lot counts or layouts within this area or may result in modifications to the infrastructure system. The developer shall be responsible for all future adjustments in this area that result from future review. 3. The applicant should be aware that several of the homes do not meet Elm Creek WMO freeboard requirements. The low floor elevations of the following lots are less than 2’ above the corresponding basin or wetland HWL. • Lots 1-3 and 5-7, Block 4 and Basin 300P HWL; • Lot 234, Block 3 and Wetland O HWL. • Lot 207, Block 3 and Wetland M HWL. • Lot 215, Block 3 and Wetland P HWL. 4. The FEMA process will be followed for modifying the floodplain within the property boundaries. Generally, this involves a Letter of Map Revision (LOMR) process and final documentation after all structures are built. February 25, 2021 Kevin Mattson, City of Corcoran Page 9 of 11 Reference: Tavera – Plan Review Comments kl \\mspfsv02\designdepot\workshop\city of corcoran\cor20042 - tavera fp and fpud\2021-02-24 engineer memo tavera plan review ph 1 and pud.docx a. LOMR-F (Fill) permitting can be executed prior to the full map revision, so the individual houses are not temporarily identified as in the floodplain for mortgage/insurance companies. However, this permitting is based on a robust and detailed model to set the 100-year floodplain. b. The City has attached the Ravinia development model to the Tavera model to create a baseline for existing conditions. The 100-year elevations for existing conditions are; • 973.4 for Wetland Z (east side of CR 116) • 973.4 for Wetland E (west side of CR 116, north of Phase 1) • 978.0 for Wetland L (west side of CR 116, within Phase 1) c. Development model and plans need more refinement before proposed conditions 100-year elevation is known. 5. Stormwater Improvements to accommodate full Hackamore Lane improvements shall be incorporated into the stormwater management plan. Irrigation and Water Quality 1. A detailed irrigation operation and maintenance plan is required. Metering is required and City will identify the types of meters and data recorders. 2. Additional City coordination is necessary for irrigation in City ROW, trails easements, parks, etc. Provide a figure and short summary of the WMO submittal for City Public Works and staff review. 3. The design incorporates removal of 2.1 lb/yr total phosphorus from the 66th Ave N. Project (east of CSAH 116). The pending 66th Ave N. reconstruction was also a developer project and saves costs to provide the required treatment within the Tavera development. Overall water quality management approval is performed by the WMO. Modeling 1. Verify the 2-, 10-, and 100-year peak discharges rates to the Wetland E Outlet. It appears to be an anomaly that there is no increase in peak discharge between existing and proposed conditions for the 50-year and 100-year event and yet both of these event flows are less than the 10-year peak discharge. 2. Justify sheet flow lengths more than 100 feet in the following subcatchments; otherwise, the maximum sheet flow length is 100' due to the tendency for flow to channelize beyond 100'. The list includes: • CB-1092, CB-1105, CB-1212, CB-1213, CB-1263, CB-1264, CB-1288, CB-3041, CB-3042, and Wetland I 3. Clarify the discrepancy for the proposed increase in impervious surface. Table 4.5 has an increase of 46 acres from existing to proposed conditions. However, Section 4.2.3 states 65.6 acres of new impervious. February 25, 2021 Kevin Mattson, City of Corcoran Page 10 of 11 Reference: Tavera – Plan Review Comments kl \\mspfsv02\designdepot\workshop\city of corcoran\cor20042 - tavera fp and fpud\2021-02-24 engineer memo tavera plan review ph 1 and pud.docx 4. Revise the composite CN and total area for subcatchment CB-1022 listed in Table 4.6 of the Drainage Report. Both values are listed as 0. 5. Revise the SWMP such that the proposed HWL is equal to or less than the existing HWL for the following wetlands. These wetlands are partially located offsite and are not allowed to have an increase in HWL. • G (1001.94 E, 1002.14 P) and F (1001.94 E, 1002.15 P) 6. The EOF for Wetland E is modeled as a weir across County Road No. 116 and should be modified to channel flow. 7. The EOF/outlet for Wetland F is modeled as a trapezoidal channel in SWMM; however, this is not represented on the plans. 8. Revise proposed grading between Wetland G and Tavera Drive or revise how the outlet of Wetland G is modeled in SWMM. The HWL of Wetland G overtops Tavera drive along the 1000 elevation contour spanning the length of the wetland/road boundary. The 1000.5’ EOF shown on plans therefore serves no purpose because it is higher than the adjacent grade. A few options include: a. Revise model to include a 210-foot long weir at elevation 1000 per grading plan, or b. If SWMM model isn’t modified, revise grading plan to include spot elevations at 1001 along east edge of Wetland G to ensure use of the EOF at elevation 1000.5. 9. Revise the NWL elevations listed in Table 4.9 of the SWMP to the low outlet elevation of 976.00’ for the reuse basins. 10. Remove one overland EOF between Wetland I and Wetland L1. The EOF is modeled twice in SWMM. Once under Link 373 and once under Link 228. 11. Clarify the flow direction through the EOF culvert between Wetland L1 and Wetland I. a. It appears the EOF culvert for Wetland L1 also functions as a standard outlet for Wetland I, however a standard outlet cannot also be utilized as an EOF. b. Clarify flow on the plan sets, since the SWMM model routes flow from Wetland L1 to Wetland I but Master Utility Plan routes flow from Wetland I to Wetland L1. 12. Verify Wetland N and P stage-storage curves, particularly the modeled area at elevation 984’ and above. Wetland N appears to have additional storage in the model when compared to the contours of the Grading Plan. Submit documentation. 13. Verify proposed Wetland F and G stage-storage curves modeled in SWMM. The proposed total storage for Wetland F and G in SWMM model significantly exceeds the existing storage even though the wetlands fall outside grading limits. The proposed SWMM model separates Wetland F in the existing model into Wetland F and G. February 25, 2021 Kevin Mattson, City of Corcoran Page 11 of 11 Reference: Tavera – Plan Review Comments kl \\mspfsv02\designdepot\workshop\city of corcoran\cor20042 - tavera fp and fpud\2021-02-24 engineer memo tavera plan review ph 1 and pud.docx 14. Revise the following stormwater conveyance structures in SWMM or Phase 1 Utility Plans to be consistent: • Link 238 (D/S) • Link 238 (D/S) • Link 238 (Pipe Size) • Link 37 (EOF) • Link 391 (U/S, D/S) • Link 247 (EOF Width) • 300P Weir Invert • Basin 300P Overland EOF • Wetland G (EOF) • Link 231 (EOF) • P3099 (D/S) • Link 373 (Crest) • Link 249 • Link 33 (weir and channel) • Link 39 (Weir and channel) • Link 38 (Weir and channel) • Link 317 (EOF Weir) • Link 224 (D/S) • Link 376 (orifice (NWL)) • Link 226 (EOF Weir) • Link 227 (EOF Weir) • Link 379 (orifice (NWL)) • Link 400 (Overland EOF) • Link 401 (Weir Crest) • Link 390 (D/S) • Link 13 (Weir) • Link 36 (U/S, D/S) 15. Revise Node 6700 Olde Sturbridge starting elevation. Node 6700 Olde Sturbridge in the existing model has a starting elevation 968.06. Wetland Z is at 967.08 and Link90 is a reverse pipe from 968.81 to 969.08. (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) TAVERA 1ST ADDITION CONTRACT dated ____________________, 2021, by and between the CITY OF CORCORAN, a Minnesota municipal corporation (“City”), and U.S. HOME CORPORATION (DBA LENNAR) (the “Developer”). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for Tavera 1st Addition (referred to in this Contract as the "plat"). The land is situated in the County of Hennepin, State of Minnesota, and is legally described in Exhibit A. 2. CONDITIONS OF PLAT APPROVAL. The Developer shall enter into this Contract, furnish the security required by it, and record the plat upon City approval with the County Recorder or Registrar of Titles. 3. RIGHT TO PROCEED. Unless separate written approval has been given by the City, within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the plat, development contract and other associated documents have been recorded with the Hennepin County Recorder's Office and proof of recording has been provided to the City, and 4) the City has issued written notice that all conditions have been satisfied and that the Developer may proceed. However, the Developer may be allowed to begin grading the site when items 1, 2 and 4 of the previous sentence have been satisfied. 4. PHASED DEVELOPMENT. If the plat is a phase of a multi-phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has failed to fulfill all obligations in this Contract and the failure has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. - 2 – 5. PRELIMINARY PLAT STATUS. If the plat is a phase of a multi-phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within 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. 7. DEVELOPMENT PLANS. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Exhibit A – Legal Description Plan A – Final Plat, dated December 30, 2021 Plan B – Final Grading, Drainage, and Erosion Control Plan, received January 29, 2021 Plan C – Final Tree Preservation and Reforestation Plan, dated January 29, 2021 Plan D – Plans and Specifications for Public Improvements, dated January 6, 2021 Plan F – Final Landscape Plan, dated January 29, 2020 Plan G – Final Utility and Street Construction Plan, dated January 29, 2021 Plan H – Final PUD and Master Utility Plan, dated January 29, 2021 Plan I – Revised Preliminary Plat, dated ____ Plan J – Phasing Plan, dated xx 8. IMPROVEMENTS. The Developer shall install and pay for all of the following improvements: • Streets • Sanitary Sewer • Watermain • Surface Water Facilities (pipe, ponds, rain gardens, etc.) • Grading and Erosion Control • Sidewalks/Trails • Street Lighting • Underground Utilities • Street Signs and Traffic Control Signs • Landscaping Required by Section 1060 of the Zoning Ordinance • Tree Preservation • Wetland Mitigation and Buffers • Monuments Required by Minnesota Statutes • Miscellaneous Facilities The Developer shall submit plans and specifications which have been prepared by a competent registered professional engineer to the City for approval by the city engineer or designee. The Developer shall instruct its engineer to provide full-time field inspection personnel in order for the - 3 – 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 done and performed in the best and most workmanlike manner and in strict conformance with the approved plans and specifications. No deviations from the approved plans and specifications will be permitted unless approved in writing by the city engineer or designee. The Developer agrees to furnish to the City a list of contractors being considered for retention by the Developer for the performance of the work required by the contract. The Developer shall not do any work or furnish any materials not covered by the plans and specifications and special conditions of this contract, for which reimbursement is expected from the City, unless such work is first approved in writing by the city engineer or designee. The Developer shall be responsible for construction of all improvements in conformance with the approved plans and specs. 9. OFF-SITE PUBLIC IMPROVMENTS. The City intends to make improvements to County Road 116 at the intersection of the future Horseshoe Trail providing access to the site, improve Hackamore Road, improve existing Horseshoe Trail and Old Settlers Road, extend municipal sanitary sewer to the site and complete stormwater improvements. The public improvements are more fully detailed in the Feasibility Study dated November 21, 2019, prepared by Wenck Associates, Inc. the developer agrees to fund off-site improvements as noted in this agreement. a. The City shall design, bid and manage the projects and the developer shall pay for the following improvement, which shall be paid at the time the final plat for the 1st Addition is released for recording unless otherwise noted: • The developer shall provide a financial guarantee to the City for the cost of the County Road 116 and Horseshoe Trail intersection improvements (estimated at $430,000). The development contract will include $380,000 in the letter of credit and a cash escrow of $50,000. When the City bids the project, the City will reduce the letter of credit by $380,000 and require the developer to provide cash escrow based on the final bid amount. • The developer shall provide a financial guarantee to the City for the cost of the Sanitary Sewer trunk extension improvements (estimated at $1,100,000). The development contract will include $1,050,000 in the letter of credit and a cash escrow of $50,000. When the City bids the project, the City will reduce the letter of credit by $1,050,000 and require the developer to provide cash escrow based on the final bid amount. • The developer shall provide a financial guarantee to the City for the cost of the Water Quality project (estimated at $100,000). The development contract will include $100,000 in the letter of credit. When the City bids the project, the City will reduce the letter of credit by - 4 – $100,000 and require the developer to provide cash escrow based on the final bid amount. Should the City enact a stormwater utility structure and accompanying fees, future phases will pay the current fee and the $100,000 fee will be credited for phases already platted. • The following improvements will be funded by the developer with future phases as noted below: • The City believes that a traffic signal will be required at County Road 116 and Horseshoe Trail. The developer shall be responsible for half of the cost of this signal. The City estimates that the signal will be required when 75% of the lots are platted. • The developer shall provide a financial guarantee to the City for the cost of the Hackamore Road improvements, including County Road 116 intersection improvements and improvements at the Tavera entrance (estimated at $2,350,000). The development contract will include $2,350,000 in the letter of credit. When the City bids the project, the City will reduce the letter of credit by $2,350,000 and require the developer to provide cash escrow based on the final bid amount. If the City of Medina or Hennepin County financially participates in the project, the financial guarantee from the developer would be offset by these other funds. The financial guarantee shall be provided when 50% of the lots south of Horseshoe Trail are platted or the Hackamore Road connection is made, whichever occurs first. • The developer shall provide a financial guarantee to the City for the cost to shape and pave Old Settlers Road and Horseshoe Trail (estimated at $375,000). The development contract will include $375,000 in the letter of credit. When the City bids the project, the City will reduce the letter of credit by $375,000 and require the developer to provide cash escrow based on the final bid amount. The financial guarantee shall be provided when 75% of the lots north of Horseshoe Trail are platted or the Horseshoe Trail connection is made, whichever occurs first. • The developer shall provide a financial guarantee for the Horseshoe Trail west watermain loop (estimated at $225,000). The development contract will include $225,000 in the letter of credit. When the City bids the project, the City will reduce the letter of credit by $225,000 and require the developer to provide cash escrow based on the final bid amount. The financial guarantee shall be provided when 75% of the lots north of Horseshoe Trail are platted or the Horseshoe Trail connection is made, whichever occurs first. The final route shall be determined by the City. o The current plan (Plan G) eliminates the need for watermain looping along Hackamore Road as originally anticipated in the EAW/feasibility study. • The developer shall provide a financial guarantee to the City for the cost of the FEMA Map Amendment for the northeast part of the site (estimated at $25,000). The development contract will include $25,000 in the letter of credit. When 100% of the lots south of Horseshoe Trail are platted, the City will reduce the letter of credit by $25,000 and require the developer to provide cash escrow based on the updated engineering estimate for the FEMA process and due with the final plat for that phase. - 5 – • The developer shall provide a financial guarantee to the City for the cost of the FEMA Map Amendment for the northwest part of the site (estimated at $25,000). The development contract will include $25,000 in the letter of credit. When 100% of the lots north of Horseshoe Trail are platted, the City will reduce the letter of credit by $25,000 and require the developer to provide cash escrow based on the updated engineering estimate for the FEMA process and due with the final plat for that phase. b. The developer agrees to pay the City the cost of these improvements as outlined above. The City will notify the developer of required reimbursement under this paragraph for design and construction of such improvements. The costs to be reimbursed include the actual cost to the City for construction of the improvements plus the allocation of the engineering, legal, administrative and other similar costs of the project based on the relative construction costs of the improvements. The developer reserves the right to be refunded for any unused portion of the estimated cost versus the actual cost of each improvement. 10. CONTRACTORS/SUBCONTRACTORS. City Council members, City employees, and City Planning Commission members, and corporations, partnerships, and other entities in which such individuals have greater than a 25% ownership interest or in which they are an officer or director may not act as contractors or subcontractors for the public improvements identified in Paragraph 8 above. 11. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Hennepin County for County Road Access and Work in County Rights-of-Way • Minnesota Department of Health for Watermains/Wells • NPDES Permits • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • Hennepin County for Septic System Permits and/or Abandonment • DNR for Dewatering and Work in Protected Waters • City of Corcoran for Building Permits and Building Demolition • Watershed Permits 12. TIME OF PERFORMANCE. The Developer shall install all required public improvements in this phase by October 31, 2022, with the exception of the final wear course of asphalt on streets. The City will not accept new public streets in Phase I until 80% of the homes in Phase I have received a certificate of occupancy and the streets have weathered a full winter season. Final wear course placement outside of this time frame must have the written approval of the City Engineer. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 13. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 14. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, public utility construction, and street construction is restricted to access the subdivision via Horseshoe Trail at - 6 – County Road 116. The City Engineer may allow access to Hackamore Road for limited access. No construction traffic is permitted on other adjacent local streets. 15. GRADING PLAN. The plat shall be graded in accordance with the approved grading drainage and erosion control plan, Plan "B". The plan shall conform to City of Corcoran Engineering Design Standards. 16. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. Erosion control practices must comply with the Minnesota Pollution Control Agency’s Best Management Practices. The City may impose additional erosion control requirements if they would be beneficial. All erosion control shall comply with Section 950 (Erosion Control) of the Corcoran City Code and the Corcoran Engineering Design Standards. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan. 17. STREET MAINTENANCE DURING CONSTRUCTION. The Developer shall be responsible for all street maintenance until the streets are accepted by the City. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on the same and to direct attention to detours. If and when streets become impassable, such streets shall be barricaded and closed. In the event residences are occupied prior to completing streets, the Developer shall maintain a smooth surface and provide proper surface drainage to ensure that the streets are passable to traffic and emergency vehicles. The Developer shall be responsible for keeping streets within and without the subdivision swept clean of dirt and debris that may spill, track, or wash onto the street from Developer’s operation. 18. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract and acceptance of the work by the City, the improvements lying within public easements or right-of-way shall become City property. Prior to acceptance of the improvements by the City, the Developer must furnish the following affidavits: • Contractor’s Certificate • Engineer’s Certificate • Land Surveyor’s Certificate 19. PARK DEDICATION. The Developer shall dedicate to the City the park as shown on the preliminary plat. The Developer shall also 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 on the final location within the public park. No credit shall be given for trail construction. Credit shall be given for the net area of the park land and 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. The is no land dedication or trail easement proposed in this phase. Prior to release of the final plat, the Developer shall satisfy the park dedication requirements by a cash contribution of $152,924.00 - 7 – (33 lots x $4,628.00). The charge was calculated in accordance with Section 955 of the City’s Subdivision Ordinance. 20. WATERMAIN / STORAGE TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a watermain/storage trunk line area charge (TLAC). The charge is calculated as follows: 13.48 net acres (based on pre-developable area) $7,475.00 per acre = $100,763.00. Future phases shall be cash with the final plat for each future phase subject to the then-current rates. 21. WATER CONNECTION CHARGE. This plat is subject to a water connection charge calculated as follows: 33 units x $1,219.00 per unit = $40,227.00. The fees shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then- current rates. The developer will be responsible for payment of the then-current water connection charge set by the City of Maple Grove. 22. SANITARY SEWER TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a sanitary sewer trunk line area charge (TLAC). The charge is calculated as follows: The charge is calculated as follows: 13.48 net acres (based on pre-developable area) x $7,189.00 per acre = $96,9007.72. 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: 33 units x $1,219.00 per unit = $40,227.00. 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. BUILDING PERMITS/CERTIFICATES OF OCCUPANCY. A. Curbing, and one lift of asphalt shall be installed on all public and private streets prior to issuance of any certificate of occupancy, except two model homes on lots acceptable to the City Planner may be issued a certificate of occupancy if needed for the Parade of Homes. B. The Developer shall comply with the City of Corcoran Engineering Design Standards. C. Prior to issuance of building permits, wetland buffer monuments shall be placed in accordance with the City’s zoning ordinance. Specifications for the monuments are available from the City Planner. D. Failure to fulfill any of the terms of this Contract by the Developer, including nonpayment of billings from the City, shall be grounds for denial of building permits, including lots sold to third parties, and the halting of all work in the plat. E. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, their contractors, subcontractors, materialmen, employees, agents, or third parties. No sewer and water - 8 – connection permits may be issued until the streets needed for access have been paved with a bituminous surface and the utilities are tested and approved by the City Engineer. 25. STREET REGULATORY SIGNS/TRAFFIC CONTROL SIGNS. Street name signs shall be installed by the Developer in accordance with the City of Corcoran Engineering Design Standards. The Developer shall install traffic control signs in accordance with the plan approved by the City Engineer and Minnesota Manual on Uniform Traffic Control Devices. All signs must be installed prior to final building inspection approval or earlier if necessary as determined by the City Engineer. 26. STREET LIGHT INSTALLATION AND OPERATION COSTS. The developer shall pay for and install all street lights. The street light shall be of a design approved by the City. The developer shall be responsible for street light operation and maintenance costs until such time as the City accepts the public street where the streetlights are located. After the acceptance the City shall be responsible for all costs, subject to the street lighting policy. The costs of operation are dependent upon the operation costs for Wright Hennepin Electric under contract franchise with the City of Corcoran. 27. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the plat, including but not limited to legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. The City may require Developer to post funds in an escrow account, at its discretion. In the event the cash escrow amount is insufficient, Developer shall post additional escrow funds as determined by the City Planner within ten (10) days of written demand. Failure to make payment of the additional escrow amount shall permit the City to supplement those amounts from any other sureties posted by Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this contract. This is a personal obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. Bills not paid within thirty (30) days shall accrue interest at the rate of eight percent (8%) per year. - 9 – F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. 28. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Compliance with the conditions of the original approvals (Resolution 2020-50 and Resolution 2020-51), including the PUD Final Development Plan (Resolution 2021-22) and Final Plat approval (Resolution 2021-23). B. Before the City signs the final plat, the Developer shall convey the Park to the City by warranty deed, free and clear of any and all encumbrances. Before the City signs the final plat, the developer shall convey the required trail easements to the City in a form satisfactory to the City C. The Developer shall install a temporary turnaround on the south end of Tamarack Lane (shown as Tavera Lane) until it is extended to the south with the adjacent phase of the Tavera development. Before the City signs the final plat, the Developer shall furnish the City an appropriately executed temporary turnaround easement, in recordable form. D. The Developer shall post a $3,300.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 33 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 supply a complete set of the approved construction plans in an AutoCAD electronic file format before the preconstruction conference. G. The Developer shall include the “City of Corcoran’s Standard Detail Specifications” (all applicable sections) in the contract documents of their improvement project. 29. MISCELLANEOUS. A. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. Notwithstanding anything herein to the contrary, in conjunction with a sale of the entire land, the Developer may, without the consent of the City, assign this Contract to a limited liability company or other entity in which the Developer or an affiliate thereof has a controlling membership or other controlling ownership interest, provided that such assignee assumes in writing the obligations of Developer under this Contract. 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 - 10 – structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the Building Official evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls identified on the development plans or by special conditions referred to in this Contract shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. C. Appropriate legal documents including, but not limited to, those regarding Homeowner Association documents, conservation easements, covenants and restrictions, as approved by the City Attorney, shall be filed with the Final Plat. D. Developer shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given thirty (30) days advance written notice of the cancellation of the insurance. The insurance shall be primary and non-contributory as to any policy maintained by the City. E. Third parties shall have no recourse against the City under this Contract. F. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. G. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for failure to fulfill any of the foregoing covenants. I. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. - 11 – J. The Developer represents to the City that the plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the plat does not comply, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. 30. DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than 48 hours in advance. This contract is a license for the City to act, and it shall not be necessary for the City to seek a court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 31. WARRANTY/PERFORMANCE GUARANTEE. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit or performance bond for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to one (1) year from the date of final written acceptance, unless the wearing course is placed during the same construction season as the bituminous base course. In those instances, the subdivider shall guarantee all work, including street construction, concrete curb and gutter, sidewalks and trails, material and equipment for a period of two (2) years from the date of final written City acceptance of the work. C. The required warranty period for sod, trees, and landscaping is one full growing season following installation. Following construction, a certification signed by the design landscape architect shall be filed with the City evidencing that the sod, trees, and landscaping was installed in accordance with the approved plans and specifications. 32. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit, in a form acceptable to the City, from a bank, cash escrow or a combination cash escrow and Letter of Credit ("security") for $$4,867,093.73, 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 - 12 – to the amount reasonably estimated by the City engineer to be necessary to cover the remaining construction obligations; however, the letter of credit shall not be reduced below the amount estimated by the City to cover all obligations of development including payment of costs and expenses incurred by the City for legal, engineering, planning and any other costs until a maintenance bond for period of one year, satisfactory to the city attorney and the city engineer has been provided by the developer or its subcontractor. The amount of the security was calculated as follows: ESTIMATED COSTS City Project Developer ITEM No._______(1) Installed (2) Private (3) Total Street Construction* $380,000.00 $731,469.30 $1,111,469.30 Sanitary Sewer System $1,050,000.00 $203,577.60 $1,253,577.60 Watermain System $203,093.60 $203,093.60 Storm Sewer System $100,000.00 $488,831.40 $588,831.40 Boulevard and Drainage Swale Sod $0 $0.00 Pond Construction $0 $0.00 Rain Garden $0 $0.00 Street and Traffic Control Signs $0 $0.00 Sidewalk Improvements $0 $0.00 Trail Improvements $0 $0.00 Landscaping $30,000.00 $30,000.00 Street Lighting $0 $0.00 Site Grading & Drainage Imp.** $1,432,929.70 $1,432,929.70 Setting Iron Monuments $0 $0.00 Tree Preservation and Reforestation $0 $0.00 Wetland Buffer Monuments* $0 $0.00 SUB-TOTAL: $1,530,000.00 $3,089,901.60 $4,619,901.60 Design, Admin, Insp, As-Builts (8%) $247,192.00 $247,192.13 Total: $1,530,000.00 $3,337,093.73 $4,867,093.73 Total Project Cost $4,867,093.73 (1) Public Improvement/City Project. City to own and maintain after development complete. (2) Developer Installed Public Improvements. City to own and maintain after development complete. (3) Private - Property owner and/or property owners' association to maintain after development completed. *Street Construction includes costs for wetland signs, sidewalk and trail improvements **Note: If a grading permit was issued and the financial guarantee released and/or expired, these monies may be used for the required maintenance of the erosion and sediment control plan. 33. This breakdown is for historical reference; it is not a restriction on the use of the security. The bank shall be subject to the approval of the City Administrator. The City may draw down the security, - 13 – without notice, for any violation of the terms of this contract or if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least 30 days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the city engineer or designee that work has been completed and financial obligations to the City have been satisfied, with city engineer or designee approval the security may be reduced from time to time by 75% of the financial obligations that have been satisfied. Twenty-five percent (25%) of the amounts certified by the Developer's engineer shall be retained as security until: (1) all improvements have been completed; (2) iron monuments for lot corners have been installed; (3) all financial obligations to the City satisfied; (4) the required "record" plans have been received by the City; (5) a warranty security is provided; and (6) the public improvements are accepted by the City. 34. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City at the time of final plat approval: Water Supply Trunk line area charge (TLAC) $ $100,763.00 Sanitary Sewer Trunk line area charge (TLAC) $96,9007.72 Park Dedication $152,924.00 Engineering Design Escrow for CR 116 $50,000.00 Engineering Design Escrow for Sanitary Sewer $50,000.00 Engineering Escrow $50,000.00 Wessel Assessment $38,958.02 TOTAL CASH REQUIREMENTS LEVIED: $ $1,411,652.74 35. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: _______________________________ _______________________________ _______________________________ Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Corcoran City Hall, 8200 County Road 116, Corcoran, MN 55340. The Developer shall notify the City within five (5) days of change of address. CITY OF CORCORAN: BY: ______________________________________ Tom McKee, Mayor (SEAL) AND _____________________________________ Brad Martens, City Administrator STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _______ day of ________________, 20____, by Tom McKee and by Brad Martens, the mayor and city administrator of the City of Corcoran, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ______________________________________ NOTARY PUBLIC DEVELOPER: By: ______________________________________ Its: ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ________ day of ________________, 20____, by __________________________________ the ____________________________________ of ______________________________________ on its behalf. ______________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________, fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of _____________, 2____, by ______________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 MORTGAGE CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________, which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of ________________, 2_____, by __________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 CONTRACT PURCHASER CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________________, which/who has a contract purchaser's interest in all or part of the subject property, the development of which is governed by the foregoing Development Contract, hereby affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property in which there is a contract purchaser's interest. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of ________________, 2____, by ____________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 EXHIBIT “A” TO DEVELOPMENT CONTRACT Legal Description of Property Being Final Platted as Tavera 1st Addition: All that part of the East Half of the Southeast Quarter of Section 35, Township 119, Range 23, Hennepin County, Minnesota lying west of the east 40.00 feet thereof. EXCEPT: The East 16 rods of the north 20 rods of the south 29.8 rods of the Northeast Quarter of the Southeast Quarter of said Section 35. AND EXCEPT: The south 1250.00 feet thereof. Together with: All that part of the East Half of the Northeast Quarter of Section 35, Township 119, Range 23, Hennepin County, Minnesota. EXCEPT the east 40.00 feet thereof. Hennepin County Property Map Date: 3/2/2021 Comments: 1 inch = 1,600 feet PARCEL ID: 3511923440001 OWNER NAME: Sharon E Wessel PARCEL ADDRESS: 20020 Hackamore Rd, Corcoran MN 55340 PARCEL AREA: 75.99 acres, 3,310,285 sq ft A-T-B: Abstract SALE PRICE: SALE DATA: SALE CODE: ASSESSED 2019, PAYABLE 2020 PROPERTY TYPE: Farm HOMESTEAD: Homestead MARKET VALUE: $605,300 TAX TOTAL: $4,882.02 ASSESSED 2020, PAYABLE 2021 PROPERTY TYPE: Farm HOMESTEAD: Homestead MARKET VALUE: $617,800 This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2021 11.30.2020 Kendra Lindahl, AICP City Planner City of Corcoran 8200 County Road 116 Corcoran MN 55340 RE: Tavera Final Plat & Final PUD Dear Kendra: Lennar is pleased to submit this final plat and PUD application package for the Final Plat & PUD of Tavera. and final addition of Ravinia. This first addition consists of 33 single family detached homesites with associated improvement plans for grading, utilities, and streets. A final landscape plan is also included that is in conformance with the preliminary approvals from June of 2020. The proposed grading plan encompasses areas south of the 33 homesites in anticipation of future townhome development and necessary earthwork balancing. The intention is to have this addition on the January meeting agendas as we work towards a construction start for spring of 2021. Please contact me with questions as staff continues its review. Thank you, Paul J. Tabone Land Entitlement Mgr Lennar Minnesota CSAH 50 WCorcoranTrECorcoranTrC S A H 1 0 CSAH 50 EagleRidge R d Trail Haven RdKalk RdLarkin Rd Larkin Rd Larkin Rd Larkin Rd Kalk RdCates Lon g horn Rd Horseshoe Tr Horseshoe Tr Trail Ln Valley View RdElm StTrail LnSnyder RdO l d S e t t l e r s R dtterworth L nOl d S e t t l e r s R dOld Settlers Rd70th Ave N BuBluebell Tr NArrowhead DrBluestem RdNSummerhill Ln Summerhill Ln Bluestem RdNMohawk DrLost Horse Rd Katrinka Rd S e t t l e r s Rd SettlersCtMedinaLakeDrFoxberry DrPinto DrHackamore Rd Hackamore RdHackamore CirElm Ridge Cir63rd Ave N Hunter RdHunterLn ParkTrailDr66th A v e N Gleason RdGlea s o n P k w y Elderberry Ct Prairie S a g e L n Ln L u p i n e Bluestem LnSteeple LnGol d e n r o d T r l Berg Dr Calamus C ir Primrose L n a m o t So r r e l C t Annabelle Ln CarriageWayPaddockLn 66thAve N Cedar Ln NBirdiePathL a r k s p u r r LnLarkspurrCt CSAH 101CSAH 101Brockton Ln NFir Ln NCSAH 10 74th Ave N 75th Ave N CSA H 1 0 Maple Hill Rd75th Ave NCommerce St WCommerce St ECommerce StAugerAve CSAH 50 CR-116CR-116Abilen e L nBuckskin TrC im a r r o n C i r Blue Bonnet DrOld Sturbridge DrOlde Sturbridge Rd PLYMOUTH MEDINA CORCORAN Fieldstone VegabondCt N63rd Pl N Blvd 68th Ave NTroy LnBass Lak e R d Hacka m o r e R d 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 c 23OFTAVERA PHASE 1 GRADING CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions 1. 10-8-2020 Pad Type Change Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments 01-ENG-119128-SHEET-COVR 0.01COVER SHEET LEGEND SHEETCOVER SHEETSHEET INDEX0.010.02 TAVERA PHASE 1 GRADING PLAN CORCORAN, MINNESOTA R EROSION CONTROL PLAN3.01-3.02 WETLAND MITIGATION PLAN4.20 2.01-2.10 GRADING PLAN1.01-1.02 DEMOLITION PLAN SEEDING PLAN4.01-4.02 GRADING & EROSION CONTROL DETAILS5.01-5.04 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 c 23OFTAVERA PHASE 1 GRADING CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions 1. 10-8-2020 Pad Type Change Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan 3. 01-29-2021 City Comments 01-ENG-119128-SHEET-LGND 0.02LEGEND 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 c 23OFTAVERA PHASE 1 GRADING CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions 1. 10-8-2020 Pad Type Change Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan 3. 01-29-2021 City Comments 01-ENG-119128-SHEET-DEMO 1.01DEMOLITION PLAN 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 c 23OFTAVERA PHASE 1 GRADING CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions 1. 10-8-2020 Pad Type Change Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan 3. 01-29-2021 City Comments 01-ENG-119128-SHEET-DEMO 1.02DEMOLITION PLAN 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 c 23OFTAVERA PHASE 1 GRADING CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions 1. 10-8-2020 Pad Type Change Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan 3. 01-29-2021 City Comments 01-ENG-119128-SHEET-GRAD 2.01GRADING PLAN 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 c 23OFTAVERA PHASE 1 GRADING CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions 1. 10-8-2020 Pad Type Change Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan 3. 01-29-2021 City Comments 01-ENG-119128-SHEET-GRAD 2.02GRADING PLAN 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 c 23OFTAVERA PHASE 1 GRADING CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions 1. 10-8-2020 Pad Type Change Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan 3. 01-29-2021 City Comments 01-ENG-119128-SHEET-GRAD 2.03GRADING PLAN 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 c 23OFTAVERA PHASE 1 GRADING CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions 1. 10-8-2020 Pad Type Change Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan 3. 01-29-2021 City Comments 01-ENG-119128-SHEET-GRAD 2.04GRADING PLAN 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 c 23OFTAVERA PHASE 1 GRADING CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions 1. 10-8-2020 Pad Type Change Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan 3. 01-29-2021 City Comments 01-ENG-119128-SHEET-GRAD 2.05GRADING PLAN 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 c 23OFTAVERA PHASE 1 GRADING CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions 1. 10-8-2020 Pad Type Change Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan 3. 01-29-2021 City Comments 01-ENG-119128-SHEET-GRAD 2.06GRADING PLAN 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 c 23OFTAVERA PHASE 1 GRADING CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions 1. 10-8-2020 Pad Type Change Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan 3. 01-29-2021 City Comments 01-ENG-119128-SHEET-GRAD 2.07GRADING PLAN 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 c 23OFTAVERA PHASE 1 GRADING CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions 1. 10-8-2020 Pad Type Change Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan 3. 01-29-2021 City Comments 01-ENG-119128-SHEET-GRAD 2.08GRADING PLAN 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 c 23OFTAVERA PHASE 1 GRADING CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions 1. 10-8-2020 Pad Type Change Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan 3. 01-29-2021 City Comments 01-ENG-119128-SHEET-GRAD 2.09GRADING PLAN 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 c 23OFTAVERA PHASE 1 GRADING CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions 1. 10-8-2020 Pad Type Change Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan 3. 01-29-2021 City Comments 01-ENG-119128-SHEET-GRAD 2.10GRADING PLAN LEGEND 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 c 23OFTAVERA PHASE 1 GRADING CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions 1. 10-8-2020 Pad Type Change Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments 01-ENG-119128-SHEET-EROS 3.01EROSION CONTROL PLAN LEGEND 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 c 23OFTAVERA PHASE 1 GRADING CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions 1. 10-8-2020 Pad Type Change Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments 01-ENG-119128-SHEET-EROS 3.02EROSION CONTROL PLAN · · · · · · · · · · · · · · · · · 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 c 23OFTAVERA PHASE 1 GRADING CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions 1. 10-8-2020 Pad Type Change Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments 01-ENG-119128-SHEET-SEED 4.01SEEDING PLAN · · · · · · · · · · · · · · · · · 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 c 23OFTAVERA PHASE 1 GRADING CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions 1. 10-8-2020 Pad Type Change Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments 01-ENG-119128-SHEET-SEED 4.02SEEDING PLAN · · · · · · · · · · · · 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 c 23OFTAVERA PHASE 1 GRADING CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions 1. 10-8-2020 Pad Type Change Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan 3. 01-29-2021 City Comments 01-ENG-119128-SHEET-WETLAND-SEED 4.20WETLAND SEEDING · · · · · · 25'25' 14'14' 24'24' PL 13' 2% 1.5" SPWEA240B WEAR COURSE PER MNDOT 2360 2" SPNWB230B BASE COUSE PER MNDOT 2360 8" CLASS 5 AGGREGATE BASE MNDOT 3138 24" SELECT GRANULAR BORROW PER MNDOT 3149.B2 CL PL13' DESIGN C GRADE 2.5%2.5%2% TACK COAT PER MNDOT 2357 NOTES: 1.TYPICAL SECTION SHOWN IS THE MINIMUM PRIVATE STREET REQUIREMENT. SEE SPECIFICATIONS FOR PROJECT SPECIFIC DETAILS. 2.DRAINTILE SHALL BE INSTALLED BEHIND CURB. DRAINTILE TO BE INSTALLED AS REQUIRED TO ADEQUATELY DRAIN ALL SELECT GRANULAR FILL AREAS. 3.SAW & SEAL ACCORDING TO MNDOT 3725, AS DIRECTED BY THE CITY ENGINEER. 4.RECYCLED MATERIAL SHALL NOT BE ALLOWED IN BITUMINOUS WEAR COURSE. GEOTEXTILE FABRIC TYPE V (NON-WOVEN) 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 c 23OFTAVERA PHASE 1 GRADING CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions 1. 10-8-2020 Pad Type Change Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan 3. 01-29-2021 City Comments 01-ENG-119128-SHEET-DTLS-GRAD 5.01GRADING DETAILS 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 c 23OFTAVERA PHASE 1 GRADING CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions 1. 10-8-2020 Pad Type Change Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan 3. 01-29-2021 City Comments 01-ENG-119128-SHEET-DTLS-GRAD 5.02GRADING DETAILS 4" 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 c 23OFTAVERA PHASE 1 GRADING CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions 1. 10-8-2020 Pad Type Change Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan 3. 01-29-2021 City Comments 01-ENG-119128-SHEET-DTLS-GRAD 5.03GRADING DETAILS 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 c 23OFTAVERA PHASE 1 GRADING CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions 1. 10-8-2020 Pad Type Change Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan 3. 01-29-2021 City Comments 01-ENG-119128-SHEET-DTLS-GRAD 5.04GRADING DETAILS c OFTAVERA 1ST ADDITION CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 11-17-2020Name Reg. No.Date Revisions 1. 12-18-2020 City Comments Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS PLYMOUTH, MINNESOTA 55446 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota 44763 Jennifer L. Thompson 01-PLAN-119128-SHEET-LAND.DWG 2. 01-29-2021 City Comments 2LANDSCAPE PLANJLT/TLM L1 JLT/TLM12-28-2020 c OFTAVERA 1ST ADDITION CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 11-17-2020Name Reg. No.Date Revisions 1. 12-18-2020 City Comments Date Designed Drawn 2021 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488 www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS PLYMOUTH, MINNESOTA 55446 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota 44763 Jennifer L. Thompson 01-PLAN-119128-SHEET-LAND.DWG 2. 01-29-2021 City Comments 2LANDSCAPE PLANJLT/TLM L2 JLT/TLM TAVERA 12-28-2020 1 2 3 4 5 67 8 9 10 11 12 13 14 15 16 c 3OFTAVERA CORCORAN, MINNESOTA 12-29-2020 JLT JLT Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 12-29-2020 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota 44763 Jennifer L. Thompson T1LENNAR 16305 36TH AVENUE NORTHPLYMOUTH, MINNESOTA 55446 TREE PRESERVATION PLAN TREE PRESERVATION NOTES TREE PROTECTION DETAIL 2 3 4 12 13 c 3OFTAVERA CORCORAN, MINNESOTA 12-29-2020 JLT JLT Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 12-29-2020 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota 44763 Jennifer L. Thompson T2LENNAR 16305 36TH AVENUE NORTHPLYMOUTH, MINNESOTA 55446 TREE PRESERVATION PLAN TREE PRESERVATION NOTES TREE PROTECTION DETAIL 2 4 5 12 13 c 3OFTAVERA CORCORAN, MINNESOTA 12-29-2020 JLT JLT Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 12-29-2020 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota 44763 Jennifer L. Thompson T3LENNAR 16305 36TH AVENUE NORTHPLYMOUTH, MINNESOTA 55446 TREE PRESERVATION PLAN TREE PRESERVATION NOTES TREE PROTECTION DETAIL 2 CSAH 50 WCorcoranTrECorcoranTrC S A H 1 0 CSAH 50 EagleRidge R d Trail Haven RdKalk RdLarkin Rd Larkin Rd Larkin Rd Larkin Rd Kalk RdCates Lon g horn Rd Horseshoe Tr Horseshoe Tr Trail Ln Valley View RdElm StTrail LnSnyder RdO l d S e t t l e r s R dtterworth L nOl d S e t t l e r s R dOld Settlers Rd70th Ave N BuBluebell Tr NArrowhead DrBluestem RdNSummerhill Ln Summerhill Ln Bluestem RdNMohawk DrLost Horse Rd Katrinka Rd S e t t l e r s Rd SettlersCtMedinaLakeDrFoxberry DrPinto DrHackamore Rd Hackamore RdHackamore CirElm Ridge Cir63rd Ave N Hunter RdHunterLn ParkTrailDr66th A v e N Gleason RdGlea s o n P k w y Elderberry Ct Prairie S a g e L n Ln L u p i n e Bluestem LnSteeple LnGol d e n r o d T r l Berg Dr Calamus C ir Primrose L n a m o t So r r e l C t Annabelle Ln CarriageWayPaddockLn 66thAve N Cedar Ln NBirdiePathL a r k s p u r r LnLarkspurrCt CSAH 101CSAH 101Brockton Ln NFir Ln NCSAH 10 74th Ave N 75th Ave N CSA H 1 0 Maple Hill Rd75th Ave NCommerce St WCommerce St ECommerce StAugerAve CSAH 50 CR-116CR-116Abilen e L nBuckskin TrC im a r r o n C i r Blue Bonnet DrOld Sturbridge DrOlde Sturbridge Rd PLYMOUTH MEDINA CORCORAN Fieldstone VegabondCt N63rd Pl N Blvd 68th Ave NTroy LnBass Lak e R d Hacka m o r e R d 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 c 22OFTAVERA CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions1. 10-8-2020 Pad Type Change Date Designed Drawn 2020 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments 01-ENG-119128-SHEET-COVR-PUD 0.01COVER SHEET LEGEND SHEETCOVER SHEETSHEET INDEX0.010.02 TAVERA PUD & MASTER UTILITY PLAN SET CORCORAN, MINNESOTA Know what's below. Call before you dig. R WETLAND BUFFER PLAN4.01-4.063.01-3.02 WETLAND IMPACT2.01-2.02 SITE PLANEXISTING CONDITIONS1.01-1.02 OVERALL STORM SEWER PLAN - SOUTH6.01-6.025.01-5.06 OVERALL SANITARY & WATERMAIN PLAN 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 c 22OFTAVERA CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions1. 10-8-2020 Pad Type Change Date Designed Drawn 2020 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments 01-ENG-119128-SHEET-LGND-PUD 0.02LEGEND c 22OFTAVERA CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions1. 10-8-2020 Pad Type Change Date Designed Drawn 2020 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 9-11-2020 PLYMOUTH, MINNESOTA 55446 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Surveyor under the laws of the State of Minnesota 42299 Peter J. Hawkinson 01-ENG-119128-EX-COND.DWG 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments 1.01EXISTING CONDITIONS c 22OFTAVERA CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions1. 10-8-2020 Pad Type Change Date Designed Drawn 2020 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 9-11-2020 PLYMOUTH, MINNESOTA 55446 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Surveyor under the laws of the State of Minnesota 42299 Peter J. Hawkinson 01-ENG-119128-EX-COND.DWG 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments 1.02EXISTING CONDITIONS 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 c 22OFTAVERA CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions1. 10-8-2020 Pad Type Change Date Designed Drawn 2020 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments 01-ENG-119128-SHEET-SITE-PUD 2.01SITE PLAN 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 c 22OFTAVERA CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions1. 10-8-2020 Pad Type Change Date Designed Drawn 2020 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments 01-ENG-119128-SHEET-SITE-PUD 2.02SITE PLAN WETLAND SITE HACKAMORE NAME IMPACT AREA (SF)IMPACT AREA (SF) WETLAND A 25,252 NA WETLAND C 8,994 NA WETLAND D 14,600 NA WETLAND E 7,447 NA WETLAND H 1,718 NA WETLAND I 25,710 NA WETLAND J 397 NA WETLAND K 230 268 WETLAND L 5,283 NA WETLAND M NA 11,175 WETLAND N 15,411 NA WETLAND O 2,818 NA WETLAND P NA 3,168 WETLAND T 6,127 NA WETLAND U 1,869 NA WETLAND V 965 NA WETLAND X 903 NA WETLAND Y 2,666 NA TOTAL 121,639 14,641 WATERBODY IMPACT IMPACT IMPACT NAME AREA (SF)LENGTH (LF) 1 701 131 2 1,800 235 3 688 344 4 396 198 5 212 106 TOTAL 3,797 1,014 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 c 22OFTAVERA CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions1. 10-8-2020 Pad Type Change Date Designed Drawn 2020 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments 01-ENG-119128-SHEET-WETL-IMPACT 3.01WETLAND IMPACT WETLAND SITE HACKAMORE NAME IMPACT AREA (SF)IMPACT AREA (SF) WETLAND A 25,252 NA WETLAND C 8,994 NA WETLAND D 14,600 NA WETLAND E 7,447 NA WETLAND H 1,718 NA WETLAND I 25,710 NA WETLAND J 397 NA WETLAND K 230 268 WETLAND L 5,283 NA WETLAND M NA 11,175 WETLAND N 15,411 NA WETLAND O 2,818 NA WETLAND P NA 3,168 WETLAND T 6,127 NA WETLAND U 1,869 NA WETLAND V 965 NA WETLAND X 903 NA WETLAND Y 2,666 NA TOTAL 121,639 14,641 WATERBODY IMPACT IMPACT IMPACT NAME AREA (SF)LENGTH (LF) 1 701 131 2 1,800 235 3 688 344 4 396 198 5 212 106 TOTAL 3,797 1,014 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 c 22OFTAVERA CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions1. 10-8-2020 Pad Type Change Date Designed Drawn 2020 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments 01-ENG-119128-SHEET-WETL-IMPACT 3.02WETLAND IMPACT WETLAND REQUIRED AVERAGE PROVIDED BUFFER NAME BUFFER AREA (S.F.)AREA (S.F.) WETLAND B 160,550 184,225 WETLAND C 121,952 137,337 WETLAND E 89,661 95,417 WETLAND F&G 65,428 66,142 WETLAND I-N 53,026 60,747 WETLAND I-S&L 136,612 137,495 WETLAND J 11,397 12,817 WETLAND K 38,208 49,961 WETLAND M 20,699 23,273 WETLAND N 17,985 22,002 WETLAND O 55,076 73,677 WETLAND P & Q 45,200 50,040 WETLAND R 39,881 59,973 WETLAND S 10,288 13,866 WETLAND T-N 91,571 135,025 WETLAND T-S 21,294 23,366 WETLAND U 19,735 23,234 WETLAND V 11,397 12,718 WETLAND W 6,849 11,262 TOTAL 1,016,867 1,193,762 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 c 22OFTAVERA CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions1. 10-8-2020 Pad Type Change Date Designed Drawn 2020 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments 01-ENG-119128-SHEET-WETL-BUFFER 4.01WETLAND BUFFER PLAN WETLAND REQUIRED AVERAGE PROVIDED BUFFER NAME BUFFER AREA (S.F.)AREA (S.F.) WETLAND B 160,550 184,225 WETLAND C 121,952 137,337 WETLAND E 89,661 95,417 WETLAND F&G 65,428 66,142 WETLAND I-N 53,026 60,747 WETLAND I-S&L 136,612 137,495 WETLAND J 11,397 12,817 WETLAND K 38,208 49,961 WETLAND M 20,699 23,273 WETLAND N 17,985 22,002 WETLAND O 55,076 73,677 WETLAND P & Q 45,200 50,040 WETLAND R 39,881 59,973 WETLAND S 10,288 13,866 WETLAND T-N 91,571 135,025 WETLAND T-S 21,294 23,366 WETLAND U 19,735 23,234 WETLAND V 11,397 12,718 WETLAND W 6,849 11,262 TOTAL 1,016,867 1,193,762 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 c 22OFTAVERA CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions1. 10-8-2020 Pad Type Change Date Designed Drawn 2020 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments 01-ENG-119128-SHEET-WETL-BUFFER 4.02WETLAND BUFFER PLAN WETLAND REQUIRED AVERAGE PROVIDED BUFFER NAME BUFFER AREA (S.F.)AREA (S.F.) WETLAND B 160,550 184,225 WETLAND C 121,952 137,337 WETLAND E 89,661 95,417 WETLAND F&G 65,428 66,142 WETLAND I-N 53,026 60,747 WETLAND I-S&L 136,612 137,495 WETLAND J 11,397 12,817 WETLAND K 38,208 49,961 WETLAND M 20,699 23,273 WETLAND N 17,985 22,002 WETLAND O 55,076 73,677 WETLAND P & Q 45,200 50,040 WETLAND R 39,881 59,973 WETLAND S 10,288 13,866 WETLAND T-N 91,571 135,025 WETLAND T-S 21,294 23,366 WETLAND U 19,735 23,234 WETLAND V 11,397 12,718 WETLAND W 6,849 11,262 TOTAL 1,016,867 1,193,762 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 c 22OFTAVERA CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions1. 10-8-2020 Pad Type Change Date Designed Drawn 2020 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments 01-ENG-119128-SHEET-WETL-BUFFER 4.03WETLAND BUFFER PLAN WETLAND REQUIRED AVERAGE PROVIDED BUFFER NAME BUFFER AREA (S.F.)AREA (S.F.) WETLAND B 160,550 184,225 WETLAND C 121,952 137,337 WETLAND E 89,661 95,417 WETLAND F&G 65,428 66,142 WETLAND I-N 53,026 60,747 WETLAND I-S&L 136,612 137,495 WETLAND J 11,397 12,817 WETLAND K 38,208 49,961 WETLAND M 20,699 23,273 WETLAND N 17,985 22,002 WETLAND O 55,076 73,677 WETLAND P & Q 45,200 50,040 WETLAND R 39,881 59,973 WETLAND S 10,288 13,866 WETLAND T-N 91,571 135,025 WETLAND T-S 21,294 23,366 WETLAND U 19,735 23,234 WETLAND V 11,397 12,718 WETLAND W 6,849 11,262 TOTAL 1,016,867 1,193,762 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 c 22OFTAVERA CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions1. 10-8-2020 Pad Type Change Date Designed Drawn 2020 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments 01-ENG-119128-SHEET-WETL-BUFFER 4.04WETLAND BUFFER PLAN WETLAND REQUIRED AVERAGE PROVIDED BUFFER NAME BUFFER AREA (S.F.)AREA (S.F.) WETLAND B 160,550 184,225 WETLAND C 121,952 137,337 WETLAND E 89,661 95,417 WETLAND F&G 65,428 66,142 WETLAND I-N 53,026 60,747 WETLAND I-S&L 136,612 137,495 WETLAND J 11,397 12,817 WETLAND K 38,208 49,961 WETLAND M 20,699 23,273 WETLAND N 17,985 22,002 WETLAND O 55,076 73,677 WETLAND P & Q 45,200 50,040 WETLAND R 39,881 59,973 WETLAND S 10,288 13,866 WETLAND T-N 91,571 135,025 WETLAND T-S 21,294 23,366 WETLAND U 19,735 23,234 WETLAND V 11,397 12,718 WETLAND W 6,849 11,262 TOTAL 1,016,867 1,193,762 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 c 22OFTAVERA CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions1. 10-8-2020 Pad Type Change Date Designed Drawn 2020 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments 01-ENG-119128-SHEET-WETL-BUFFER 4.05WETLAND BUFFER PLAN 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 c 22OFTAVERA CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions1. 10-8-2020 Pad Type Change Date Designed Drawn 2020 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments 01-ENG-119128-SHEET-WETL-BUFFER 4.06WETLAND BUFFER PLAN INSET A INSET B INSET C INSET D INSET E 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 c 22OFTAVERA CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions1. 10-8-2020 Pad Type Change Date Designed Drawn 2020 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments OA-ENG-119128-SHEET-SSWR 5.01SANITARY SEWER & WATERMAIN MASTER PLAN 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 c 22OFTAVERA CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions1. 10-8-2020 Pad Type Change Date Designed Drawn 2020 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments OA-ENG-119128-SHEET-SSWR 5.02SANITARY SEWER & WATERMAIN MASTER PLAN 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 c 22OFTAVERA CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions1. 10-8-2020 Pad Type Change Date Designed Drawn 2020 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments OA-ENG-119128-SHEET-SSWR 5.03SANITARY SEWER & WATERMAIN MASTER PLAN 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 c 22OFTAVERA CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions1. 10-8-2020 Pad Type Change Date Designed Drawn 2020 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments OA-ENG-119128-SHEET-SSWR 5.04SANITARY SEWER & WATERMAIN MASTER PLAN 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 c 22OFTAVERA CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions1. 10-8-2020 Pad Type Change Date Designed Drawn 2020 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments OA-ENG-119128-SHEET-SSWR 5.05SANITARY SEWER & WATERMAIN MASTER PLAN 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 c 22OFTAVERA CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions1. 10-8-2020 Pad Type Change Date Designed Drawn 2020 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments OA-ENG-119128-SHEET-SSWR 5.06SANITARY SEWER & WATERMAIN MASTER PLAN 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 c 22OFTAVERA CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions1. 10-8-2020 Pad Type Change Date Designed Drawn 2020 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments OA-ENG-119128-SHEET-STRM 6.01STORM SEWER CONSTRUCTION MASTER PLAN 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 c 22OFTAVERA CORCORAN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 9-11-2020 PJC/BNM MPC Name Reg. No.Date Revisions1. 10-8-2020 Pad Type Change Date Designed Drawn 2020 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 19860 9-11-2020 Paul J. Cherne PLYMOUTH, MINNESOTA 55446 2. 11-9-2020 Add Demo Plan3. 01-29-2021 City Comments OA-ENG-119128-SHEET-STRM 6.02STORM SEWER CONSTRUCTION MASTER PLAN MBFCRS12345678910111213112"112"112"112"112"114"112"112"114"114"112"114"114"112"114"114"114"114"114"114"112"112"114"114"SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRain Bird 1804 8 Series MPR23Turf Spray 4.0" Pop-Up Sprinkler with Co-Molded Wiper Seal.1/2" NPT Female Threaded Inlet.Rain Bird 1804 10 Series MPR59Turf Spray 4.0" Pop-Up Sprinkler with Co-Molded Wiper Seal.1/2" NPT Female Threaded Inlet.Rain Bird 1804 12 Series MPR4Turf Spray 4.0" Pop-Up Sprinkler with Co-Molded Wiper Seal.1/2" NPT Female Threaded Inlet.Rain Bird 1804 15 Series MPR97Turf Spray 4.0" Pop-Up Sprinkler with Co-Molded Wiper Seal.1/2" NPT Female Threaded Inlet.Rain Bird 1804 ADJ4Turf Spray 4.0" Pop-Up Sprinkler with Co-Molded Wiper Seal.1/2" NPT Female Threaded Inlet.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRain Bird 5004-PC, FC 40Turf Rotor, 4.0" Pop-Up, Plastic Riser. Adjustable and FullCircle. Standard Angle Nozzle.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRain Bird PGA Globe 131", 1-1/2", 2" Electric Remote Control Valve, Globe.Febco 825Y 2"1Reduced Pressure Backflow PreventerRain Bird ESP-LXD-LXMMPED 1Flow sensing Two-Wire Decoder Commercial Controller. 50Stations. UV-Resistant, Outdoor-Rated, Powder-Coated MetalPedestal Case.Rain Bird FD-101TURF 13Field Decoder for Two-Wire system. Install in valve box forvalve. Operates one valve/solenoid. Use line surge protectionas per manufacturer`s directions.Rain Bird LSP-1TURF 3Line surge protection decoder directly to the ground rod orground plateRain Bird WR2-RFC 1Wireless Rain and Freeze Sensor Combo, includes 1 receiverand 1 rain/freeze sensor transmitter.Irrigation Lateral Line: 100# Polyethylene Pipe 3,241 l.f.1-1/4" and smaller shall be poly pipeIrrigation Lateral Line: PVC Class 200 SDR 21 98.8 l.f.1-1/2" and larger shall be PVC pipe.Irrigation Mainline: PVC Class 200 SDR 21 1,483 l.f.Pipe Sleeve: PVC Schedule 40 41.6 l.f.BFCDSRSIRRIGATION SCHEDULENUMBERMODELSIZETYPEGPM1Rain Bird PGA Globe 1" Turf Spray 21.132Rain Bird PGA Globe 1" Turf Spray 20.253Rain Bird PGA Globe 1" Turf Spray 30.644Rain Bird PGA Globe 1" Turf Spray 30.455Rain Bird PGA Globe 1" Turf Spray 29.606Rain Bird PGA Globe 1" Turf Spray 29.607Rain Bird PGA Globe 1" Turf Spray 27.758Rain Bird PGA Globe 1" Turf Spray 27.759Rain Bird PGA Globe 1" Turf Spray 28.7310Rain Bird PGA Globe 1" Turf Rotor 25.7411Rain Bird PGA Globe 1" Turf Rotor 25.7412Rain Bird PGA Globe 1" Turf Rotor 25.7413Rain Bird PGA Globe 1" Turf Rotor 25.74VALVE SCHEDULENUMBERMODELTYPEPRECIPIN./WEEKMIN./WEEKGAL./WEEKGAL./DAY1Rain Bird PGA Globe Turf Spray 0.78 in/h 1781,648411.92Rain Bird PGA Globe Turf Spray 0.78 in/h 1781,580394.93Rain Bird PGA Globe Turf Spray 0.87 in/h 1692,114 528.64Rain Bird PGA Globe Turf Spray 0.88 in/h 1682,071 517.75Rain Bird PGA Globe Turf Spray 0.87 in/h 1702,072 5186Rain Bird PGA Globe Turf Spray 0.86 in/h 1702,072 5187Rain Bird PGA Globe Turf Spray 0.87 in/h 1701,943485.68Rain Bird PGA Globe Turf Spray 0.86 in/h 1701,943485.69Rain Bird PGA Globe Turf Spray 1.46 in/h 1421,207301.710Rain Bird PGA Globe Turf Rotor 0.46 in/h 11313,372 843.011Rain Bird PGA Globe Turf Rotor 0.47 in/h 11283,295 823.712Rain Bird PGA Globe Turf Rotor 0.47 in/h 11283,295 823.713Rain Bird PGA Globe Turf Rotor 0.47 in/h 11283,295 823.7TOTALS:1,130 29,904 7,476WATERING SCHEDULE3530252015105000:00 00:05 00:10 00:15 00:20 00:25 00:30 00:35 00:40 00:45 00:50 00:55 01:00 01:05 01:10 01:15 01:20 01:25 01:30 01:35 01:40 01:45 01:50 01:55 02:00 02:05 02:10 02:15 02:20 02:25 02:30 02:35 02:40 02:45 Program: (1)Total Time: 02:40Total Water Use: 3,961 gallonsMax Allowed GPM: 30.64RUNTIME SUMMARYTimeGPMDESIGN BY: DATE: DESIGN #: DRAWN BY: D I R IST NB T IU G SCALE: PAGE:KMM January 26, 2021 taverra012521 KMM Taverra Boulevards Corcoran, MN 1"=40'1NORTH0feet801" = 40'40120 CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Villa Lots Wetland Wetland Wetland Park Basin Wetland 55’ Lots 65’ Lots 75’ Lots Multi-Family Twin Homes Basin Basin Monument Basin Basin TAVERA Corcoran, Minnesota  105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: March 18, 2021 for the March 25, 2021 City Council Meeting RE: PUBLIC HEARING. Easement Vacation for Fehn Meadows (PID 03-119-23-13-0002) (CITY FILE NO. 21-005) 60-DAY REVIEW DEADLINE: March 26, 2021 1. Application Request Rains Properties, LLC has submitted a request for an easement vacation on Outlot A, Fehn Meadows. The vacation is required to create as wetland bank, which will provide new easements over these areas. 2. Background The applicant provided drainage and utility easements over the wetlands as required by the Fehn Meadows plat. The applicant has been working with the City as the Wetland Conservation Act (WCA) local government unit (LGU) and the Board of Water and Soil Resources (BWSR) to establish a wetland bank on this property. One of the conditions of approval is that the applicant provide an unencumbered easement over the wetland areas in favor of the State of Minnesota. The proposed easement will be larger than the existing easements. The City Engineer has reviewed the request and recommends approval with the condition that the City retains the right to maintain drainage along the west property line and within the floodplain area in the southwest corner of the site. This has been included as a condition of approval. The City is continuing to work with the applicant and BWSR to finalize these documents. 3. Recommendation Move to adopt Resolution 2021-24 approving the easement vacation. Attachments 1.Resolution 2021-24 approving the easement vacation 2.Engineer’s Memo dated March 17, 2021 3.Location Map 4.Applicant’s narrative and exhibits received January 25, 2021 Agenda Item: 8b. City of Corcoran March 25, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-24 Page 1 of 3 Motion By: Seconded By: APPROVING VACATION OF DRAINAGE AND UTILITY EASEMENTS ON OUTLOT A, FEHN MEADOWS (PID 03-119-23-13-0002) (CITY FILE NO. 21-005) WHEREAS, Rains Properties, LLC (“the applicant”) has requested approval of an easement vacation on the lot legally described as: Outlot A, Fehn Meadows WHEREAS, the applicant has been working to establish a wetland bank on the property: and WHEREAS, approving agencies require a perpetual conservation easement over the wetland bank in favor of the State of Minnesota; and WHERAS, the easement must be unencumbered by existing drainage and utility easements; WHEREAS, the applicant has requested vacation of the existing easement legally described as follows: See Attachment A. WHEREAS, the Corcoran City Council considered this item at a Public Hearing; WHEREAS, notice of the public hearing was mailed to all landowners of property directly abutting the area to be vacated and to all utility companies serving the area; WHEREAS, notice of the public hearing was published in the official newspaper; WHEREAS, the City finds that the existing drainage and utility easements are no longer required as new easements will be dedicated with this resolution; and NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the following vacation, subject to the following conditions: 1. The easement vacation is approved, in accordance with the plans and application received by the City on January 25, 2021, except as amended by this resolution. 2. The applicant must comply with the conditions in the City Engineer’s memo dated March 17, 2021. 3. The applicant must dedicate new drainage and utility easements over the proposed wetland areas. 4. Prior to release of the vacation resolution for recording, the applicant must provide a copy of the new easement for City review and approval. City of Corcoran March 25, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-24 Page 2 of 3 5. The applicant must record the resolution approving the vacation at Hennepin County and provide proof of recording to the City. 6. The applicant must record the new easement at Hennepin County and provide proof of recording to the City. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Thomas, Manoj Thomas, Manoj Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 25th day of March 2021. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran March 25, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-24 Page 3 of 3 ATTACHMENT A Vacate all drainage easements dedicated in the plat of FEHN MEADOWS, lying within Outlot A of said Fehn Meadows, according to the recorded plat thereof, Hennepin County, Minnesota, except therefrom the 2 easement areas described as follows: Exception 1 (drainage easement to remain) Commencing at the northwest corner of said Outlot A; thence South 01 degree 45 minutes 38 seconds West, plat bearing, along the west line of said Outlot A, a distance of 273.00 feet to the point of beginning; thence South 88 degrees 14 minutes 22 seconds East, a distance of 40.00 feet; thence South 01 degree 45 minutes 38 seconds West, a distance of 168.90 feet; thence North 88 degrees 09 minutes 37 seconds West, a distance of 40.00 feet to said west line of Outlot A; thence North 01 degree 45 minutes 38 seconds East, a distance of 168.85 feet to the point of beginning. Exception 2 (drainage easement to remain) Beginning at the southeast corner of said Outlot A; thence South 89 degrees 59 minutes 44 seconds West, plat bearing, along the south line of said Outlot A. a distance of 195.00 feet; thence North JO degrees 56 minutes 35 seconds East, a distance of 166.00 feet; thence North 58 degrees 01 minute 45 seconds East, a distance of 137.00 feet to the east line of said Outlot A; thence South O 1 degree 45 minutes 08 seconds West, a distance of 215.00 feet to the point of beginning. Memo To:Kevin Mattson, City of Corcoran From:Kent Torve, PE, City Engineer Project:B002294-20-502 Date:March 17, 2021 Subject:Mitigation Plan (Bank) Refuge at Rush Creek Background A wetland bank is proposed on property in between addresses 20901 and 21145 County Road 117 in Corcoran owned by Raines Properties, LLC. The undeveloped parcel was previously reviewed as Fehn Meadows during an application into the City planning process. Summary figures are attached. Easements City being requested to vacate City easements in order for the project area to be placed into the “wetland bank” where the easements are held by the State of MN (Board of Water and Soil Resources/BWSR). Drainage The wetland mitigation creates the following two concerns for the City related to future maintenance and drainage. See attached Figure. The west property boundary has an existing ditch that drains the Rains’ parcel and property to the west and lack of maintenance would have the potential to impact both parcels. o The west ditch is not being modified for the wetland bank (ditch blocks and ditch fill are shown interior to the property, however the North/South ditch is shown as being covered by BWSR easement). The southwest corner shows BWSR easement covering a short section (floodplain) of the North Fork of Rush Creek. Vacation The City will vacate the easements when the following conditions are resolved. Right for access and to maintain drainage along west property line, and The City has retained rights to access the southwest area as shown. Further Process A separate WCA permit (in process) and grading permit (future) will be processed by City ^_ Legend Wetland Bank Easement Project Parcel Hennepin Co. Parcels Existing Drain Tile Existing Ditch Existing Wetland SOURCE: MN DNR, USDA, ESRI, TIGER, Bing, Hennepin Co., Anderson Engineering Project Location City of CorcoranHennepin County, MN13605 1st Ave N #100, Plymouth, MN 55441P 763.412.4000 F 763.412.4090 ae-mn.com Refuge at Rush Creek, LLC Corcoran, MN Figure 9 Existing Drainage Project Address: County Road 117 Corcoran, Hennepin County, MNPID: 053-0311923130002Project No: 14606Date: 9.10.2020 2018 Henn. Co. Imagery I1 inch = 500 feet 0 500 1,000250 Feet Hennepin County Property Map Date: 3/18/2021 Comments: 1 inch = 800 feet PARCEL ID: 0311923130002 OWNER NAME: Rains Properties Llc PARCEL ADDRESS: 52 Address Unassigned, Corcoran MN 00000 PARCEL AREA: 62.71 acres, 2,731,628 sq ft A-T-B: Abstract SALE PRICE: $625,000 SALE DATA: 04/2017 SALE CODE: Vacant Land ASSESSED 2020, PAYABLE 2021 PROPERTY TYPE: Farm HOMESTEAD: Non-Homestead MARKET VALUE: $738,500 TAX TOTAL: $8,019.50 ASSESSED 2021, PAYABLE 2022 PROPERTY TYPE: Farm HOMESTEAD: Non-homestead MARKET VALUE: $601,300 This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2021 STAFF REPORT Agenda Item 9a. Council Meeting: March 25, 2021 Prepared By: Kevin Mattson Topic: Northeast Corcoran Water Supply Planning Action Required: Approval Summary: On February 11th, 2021, the Council held a work session related to water supply planning in Northeast Corcoran. The engineering team presented a draft feasibility study for water treatment and tower design which resulted in a good discussion. Staff noted several topics potentially requiring additional analysis and generally categorized them as the following: • Treatment Alternatives o Iron and manganese o Softening/Nanofiltration • Storage o Tower vs Ground Storage Tanks • Controls • Wells The attached document provides a “menu” of tasks in each of the above-mentioned categories along with a description of the scope and estimated cost for council consideration. Each task is identified by staff as either recommended, optional, or deferred depending on the value it would provide at this point in the project timeline. For example, most of the optional and deferred tasks will be evaluated again later in the design process. Financial/Budget: Costs for the supplemental analysis could be supported from the water fund with the amount dependent on the task options selected by the council. The adopted 2021 Water Fund budget included $125,000 for water supply planning. Options: 1. Approve Tasks T-1, S-1, S-2, and W-1 as a supplemental analysis to the draft Feasibility Study for Water Treatment and Tower Design in the amount of $15,000. 2. Select other combinations of tasks. 3. Decline. Recommendation: Staff recommends approving Tasks T-1, S-1, S-2, and W-1 as a supplemental analysis to the draft Feasibility Study for Water Treatment and Tower Design in the amount of $15,000. Page 2 Council Action: Consider a motion to approve Tasks T-1, S-1, S-2, and W-1 as a supplemental analysis to the draft Feasibility Study for Water Treatment and Tower Design in the amount of $15,000. Attachments: 1. Supplemental Analysis Scope for the Draft Feasibility Study for Water Treatment and Tower Design. Memo Page 1 of 5 To:Kevin Mattson, PE Public Works Director From:Kent Torve, PE, City Engineer Project:Water Treatment, SCADA, and Storage Supplemental Tasks Date:March 18, 2021 Subject:Selected Scopes of Work 0.0 Introduction The presentation at the Council Workshop on February 11th, 2021 generated numerous follow up discussions at staff level. Questions arising from those discussions have prompted the following scope options as a supplement to the Draft Feasibility Study dated November 2020. The discussion of the November Draft Feasibility Study was delayed until the new Council was seated which has coincided with continuing development interest in the NE. Water treatment is a technical subject and Council’s inquiries resulted in discussions among treatment engineers, SCADA experts, hydrogeologists (water supply/wells), infrastructure piping, and storage. The tasks listed herein are presented as a “menu” to allow staff and Council to select the individual items along with an awareness of the different levels of cost per task. A simplified flow chart is provided to show the decision process and next steps. The tasks are divided into Treatment, Storage, Controls and Wells. 1.0 Treatment (T) Council mentioned an interest in further information on enhancing the water quality treatment by including a softening process and staff visited two treatment plants (Delano and Maple Plain) that have differing iron and manganese treatment methods. An overview of various treatment methods, including softening, is provided in Draft #1 of the Feasibility Study and these supplemental scopes provide additional insight to the choices available and costs. Addiitonal technical work has been performed since input was received at the Council Workshop and involves identifying cities with softening systems on the large population end of the range (Eden Prairie, Bloomington, Richfield, etc.), and also on a size similar to Corcoran’s needs; Stantec has designed the lime softening system for Granite Falls at 1 MGD. Recommended Task T-1 – Capital Cost for Softening This standalone scope would provide more in-depth text based upon applied experience (Granite Falls), vendors, chemical equipment, etc. for lime and nanofiltration softening process. Text only (no figures) would present conceptual capital cost estimates but exclude O&M costs (included in T-3 and T-4). Task T-1 $3,500 Kevin Mattson Page 2 of 5 Optional Task T-2 – Additional Iron and Manganese Treatment Process Analysis — Gravity vs. Pressure Removal Staff and Stantec are of the opinion that more analysis of the two choices for iron and manganese removal are necessary to allow a side-by-side comparison along with benefits and costs. Pressure filters are simpler, typically less costly, and commonly used. Gravity allows for more flexibility in the process, is also commonly utilized, and increased adaptability to future modifications. The decision regarding the type of filtration (pressure vs. gravity) impacts several fundamental elements of the comprehensive facility design such as building footprint, equipment selection, water storage, maintenance and operations. This analysis will be a precursor to preliminary design where both systems could be reviewed in more detail during the 30% design stage. Task T-2 $3,200 Task T-3 – Annual Cost Estimate for Nanofiltration Softening This task would provide background information if Council is interested in Task T-5 (below), the per household impact to water rates. Identify operating and maintenance costs including, operation staff requirements/salary, training etc. Chemical costs, Equipment costs, Material facility replacement as applicable. Task T-3 $2,500 Task T-4—Annual Cost Estimate for Lime Softening Same as T-3 Task T-4 $2,000 Task T-5 – Per Household Cost A per household cost using Corcoran rates and categories could be estimated with assistance from City staff. The level of effort is to be determined based on the tasks selected for analysis. Task T-5 TBD Deferred Task T-6 – Increased Process Detail for Softening This task creates deliverables of process flow diagram, design schematics, building sizing/estimated footprint, identifies expansion areas and material handling needs for two types of softening plants; lime softening and nanofiltration membrane softening. Text would involve more detailed descriptions of unit processes, treatment equipment, chemical storage, piping complexity, pumps, material handling and disposal from an engineering perspective. Kevin Mattson Page 3 of 5 Task T-6 $8,500 Task T-7—Site Design for City Parcel This effort places more detail on a softening treatment building on the City parcel. Show conceptual building footprints on City parcel, material handling, facility access, chemical deliveries etc. for each type of softening system. Show next phase space needs. Costs are listed below on a per system basis (lime softening or nanofiltration) Task T-7 Site Design Lime Softening $3,500 Site design Nanofiltration $2,500 2.0 Storage (S) Towers and ground storage tanks (GSTs) for water storage each have benefits and cost implications. The GSTs benefits are twofold — protection from severe weather (tornados etc.) and long-term savings on the outside maintenance (painting) that is required by elevated towers. A tower has the benefit of using elevated water storage and gravity to provide a day or more volume of water in the event that both electrical and backup supply system have catastrophic failures. The cost is higher for a GST on the front end, but over the design life these costs may be recouped depending on the tower maintenance needs. More recent tower construction methods (composite) are reducing these costs by simplifying pedestal design, therefore reducing painting needs. Tasks for scopes of work to further analyze these are presented below. Recommended Task S-1– Construction Costs for GST Estimated construction costs will be presented for the GST to supplement the feasibility study, to include an additional pump house for the system. Tanks can be either fully buried or partially buried “to the crown” depending on the City’s preference. Tasks involved include: Tank construction costs (tank only, no specific City site work) Piping lengths and sizes to serve the tank Estimated costs for the 2nd set of pumps, controls, and pumphouse o Low flow pumps (2) for average day o High Flow pumps for fire flow o Pumphouse structure footprint o Generator Compare GST and Tower construction costs. Task S-1 $4,500 Task S-2 – Perform a Present Worth Analysis This task will calculate a present worth analysis to determine at what point in the lifecycle the GST project “breaks even” as compared to a tower. Tanks require less maintenance (no painting) but do have Kevin Mattson Page 4 of 5 cleaning requirements similar to a tower and towers are being built more efficiently for long term maintenance. Both require cleaning and therefore the inside maintenance can be considered equal. Task S-2 $3,500 A discussion of the costs and benefits for both systems will be presented. 3.0 Controls (C) Optional Council mentioned an interest in cyber security of City control systems for the future Water Treatment/Tower plant. The level of information can vary greatly, therefore the tasks for additional work are as follows: Task C-1 – SCADA System Introduction: City Functions and Security Issues and Controls This task introduces the topic of SCADA controls systems, the benefits of the system, what systems can be on the City network (lift stations, towers, treatment facility, etc.). As SCADA has matured over the years the interaction between an IT (Information Technology) system and operational technology (OT) has “blurred” and for ease of daily use there is an increased number of systems that utilize the internet. Experience with the overall SCADA and operational security will be presented in a technical memorandum. This technical memorandum will include a schematic of the functions of a typical City SCADA system. Task C-1 $2,400 Deferred Task C-2 – Enhanced Technical Analysis This effort will involve further steps towards developing the City system that involves City staff goal setting for the system, differing components to be included, limitations, and security recommendations. Staff time will be required for the goal setting exercise. For this task we will address specific needs such as: Which sites will need to be tied into the system? How will alarm monitoring be handled? Does staff need remote access to the system? Do others (i.e. control supplier) need remote access to the system. What hardware and software options are available? What communications media can be used for remote sites (i.e. radio, fiber, cellular)? What happens if a security breach is detected? Task C-2 $7,500 Task C-3 – System Layout Concept design of the different systems with more technical specificity to be utilized in preliminary design. The cost of this task would be based on the outcomes of Task C-2 and the level of complexity the City wishes to employ. Functionally this is considered a significant portion of preliminary design and could be delayed. Task C-3 TBD Kevin Mattson Page 5 of 5 4.0 Wells (W) Recommended Well No. 1 is designed and can be bid in 2021 in conjunction with design of the water treatment plant. The Maple Grove water connection will serve as redundant supply during any maintenance of Well No. 1. Future wells should be planned to preserve the raw water main corridors and locations (land) for the supply wells. The tasks presented below will identify these routes and potential sites for additional wells. Task W-1 – Future Well Locations (Wells 2-6) With development ramping up in the areas east of the planned water treatment plant (and eventually more to come in the areas west and south), it would be prudent to lay out approximate locations for the next five wells beyond Well #1. This planning provides information as additional parcels are developed and the routes of the connecting raw water mains. Identify conceptual well locations, Well Nos. 2-6. Identify raw water main routes. Task W-1 $3,500 Deferred Task W-2 –Test Well @ VanBlaricom This scope can be delayed until the Pulte/ VanBlaricom project is more defined, however, installing a test well in 2021/2022 at the site during the disturbance of construction is a reasonable approach and planning for the raw water main along the trunk sewer route will occur with development plan reviews. Task W-2 $80,000 Test well and engineering Decision Flowchart with 30/60/90 Cost Estimating Draft Feasibility Study Supplemental FS Information Update Financials Update FinancialsArchitectural and Aesthetics 90%-100% Design Bidding Cost Comparison of Options Softening Pressure Filters vs. Gravity Tower vs Ground Storage Tank30% Process Design and Cost Update 60% Design STAFF REPORT Agenda Item 10a. Council Meeting: March 25, 2020 Prepared By: Director Matt Gottschalk Topic: Full-Time Police Officer Job Offer Action Required: Approval Summary: Staff has been conducting a Police Officer hiring process to fill three vacancies in the police department. After the second round of interviews, staff elected to move forward with conducting background investigations on the top four candidates for the three openings. After the completion of his background update, current Corcoran short-term full-time Police Officer, Clayton Decker, has finished as the top candidate. The City previously completed the initial background, physical, and psychological examinations for Officer Decker during the short-term full-time hiring process. Staff is recommending that the Council authorize staff to extend an employment offer to Clayton Decker for the position of full-time Police Officer. During his time as a short- term full-time Police Officer, Clayton has been subject to a probationary period and all other stipulations of Police Officer employment and the labor agreement. In recognition of his full-time service and to simplify his transition to a regular Police Officer position, staff is recommending that Clayton Decker’s Police Officer appointment include a retroactive start date of September 19, 2020. This is the date that he started as a full- time short-term Police Officer. Financial/Budget: The 2021 budget includes the wages and benefits for this position. Options: 1. Authorize staff to extend an employment offer to Clayton Decker for the position of Full-Time Police Officer with a retroactive start date of September 19, 2020. 2. Provide staff with other direction. Recommendation: Authorize staff to extend an employment offer to Clayton Decker for the position of Full- Time Police Officer with a retroactive start date of September 19, 2020. Council Action: Authorize staff to extend an employment offer to Clayton Decker for the position of Full- Time Police Officer with a retroactive start date of September 19, 2020. Attachments: None STAFF REPORT Agenda Item 10b. Council Meeting: March 25, 2021 Prepared By: Kevin Mattson Topic: County Road Trail Feasibility Study Action Required: Approval Summary: The City Council recently adopted core strategies, short-term goals, and action steps. One of those action steps included “Complete a County Road Trail Corridor Feasibility Study”. Attached to this report is a proposal from Wenck to complete a study on staff defined high priority corridors for the City. The study area would only be on the Corcoran side of the road along County Road 101. Staff has had initial conversations with Hennepin County about sharing the cost of this study. While there is no secure funding source available, Hennepin County staff have stated they would send the request through the appropriate channels for consideration. Financial/Budget: The proposal by Wenck is in the amount of $30,500 for the core tasks. Additional options are available for further study if requested by the Council. A trail feasibility study of this nature is eligible for use of Park Dedication funds as it is part of the trail construction planning process. The City’s share would be paid from this fund. Options: 1. Authorize staff to seek funding from Hennepin County then complete the study with items 1 – 10. 2. Decline the opportunity. 3. Send back to staff for further review. Recommendation: Staff recommends seeking funding and completing the study with items 1 – 10. The goal will be to secure 50% of the project costs. Council Action: Consider a motion to authorize staff to seek funding from Hennepin County then complete the study with items 1 – 10. Attachments: 1. Proposal to Complete a County Road Trail Corridor Feasibility Study 2. Trail Corridor Locations Stantec Consulting Services Inc. 1800 Pioneer Creek Center, Maple Plain MN 56560 March 18, 2021 File: 002294-01-100 Attention: Mr. Brad Martens City Administrator City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Dear Brad, Reference: Proposal to Complete a County Road Trail Corridor Feasibility Study In early 2020 in cooperation with Hennepin County, City staff considered conducting a Feasibility Study to review and consider trails along County Roadways at three corridor locations in the City as follows: • County Road 101 between Hackamore Road and County Road 10 (west side only) • County Road 10 between County Road 101 and City Park (west of County Road 116) • County Road 116 between Hackamore Road and City Hall At that time, it was anticipated that the cost of the study would be eligible to be split 50/50 with Henne pin County, with a maximum County contribution of $20,000. The exact funding allocation remained to be coordinated with the County. Currently however, there is no funding source. The objective of the feasibility study was to investigate and show proposed alignment locations and identify any additional right-of-way needs, utility and drainage impacts, wetlands, grading issues, and other design considerations. In addition, a determination of estimated costs for alignment alternatives was to be included as part of the work effort. This information was also intended to be used in planning for investments in these corridors. Since then, the City has renewed interest in the feasibility study process, and added three additional trail segment locations to include with the above segments as follows: • County Road 50 from County Road 10 to Corcoran Trail East/West (west boundary of City Park) • County Road 101 between County Road 30 and the Rogers border (west side only) • County Road 30 between County Road 101 and County Road 116 In order to effectively accomplish the project objectives, we will complete the following work tasks: 1) Establish project framework. The purpose of this task is to obtain all background information needed to complete the study, including right-of-way, utility information, Lidar data, and aerial photos. This task includes a kick-off meeting to confirm the project scope. 2) Corridor Information. We will review existing conditions in each corridor using the right-of- way and utility mapping, Lidar data, aerial photos, and field visits. This information will be compiled in the final deliverable. March 18, 2021 Mr. Brad Martens Page 2 of 4 Reference: Proposal to Complete a County Road Trail Corridor Feasibility Study 3) Determine trail cross section assumptions. The trail cross section to be used in the study will be a Hennepin County “typical” section and applied to the corridor. Since actual trail construction often involves modifying the typical trail section, an alternate scope cost item would look at three modified cross sections where trails would encounter design challenges such as wetlands, slopes, ROW limitations, etc. Discussion items will include distance from the roadway, driveway crossings, and other pertinent attributes. 4) Determine right-of-way and utility impacts. Using the trail cross section from Task 3, each corridor will be examined to determine the impacts on right-of-way, utilities, potential impacts to private properties, and wetland areas. At locations where issues exist, potential mitigation measures will be identified. 5) Determine drainage impacts. Using the typical trail cross section from Task 2, a limited stormwater/drainage impact summary will be presented and compared to WMO requirements and potential BMPs. 6) Coordination with Hennepin County. Because these potential trail segments would be located along County Roadways and ROW, we would work with the County to make sure proposed cross sections are in alignment with their standards and policies, and identify any other concerns or issues they may have. In addition, the City and County Comprehensive Plans (Transportation) would be jointly reviewed to make sure potential trail improvements consider known future roadway projects and corridors that may be identified for multi-modal (bicycle and pedestrian) improvements. 7) Develop cost estimates. Cost estimates for constructing a trail will be determined for each corridor. Cost estimates will include estimated construction costs. Trail lighting and stormwater management will be presented separately and can be added to overall cost as needed. 8) Discuss funding opportunities. We will discuss possible funding sources with the County and outline potential partners. 9) Prepare a draft report and submit for approval. We will prepare a draft report to share with team members for review and comment. 10) Final Report. We will update the report as necessary to respond to comments and then submit in finished form. Cost for Items 1-10 = $30,500 Alternatives No. 1 – Three Alternative Cross Sections A trail will have many different challenges as it is designed and built next to existing roads. This alternative would allow different restrictions to be analyzed for more refined cost estimates. • Three sections would supplement the “typical”, including a) wetlands, b) next to curb or shoulder, and c) steep slope/small retaining wall. The intent would be to essentially create a “footprint” for specific trail sections, investigating creative solutions in addition to typical. March 18, 2021 Mr. Brad Martens Page 3 of 4 Reference: Proposal to Complete a County Road Trail Corridor Feasibility Study Cost for Alt 1 = $7,400 No. 2 – Half Mile Segment Analysis A more detailed cost estimate can be made that includes: • Half mile segment cost analysis. This would allow for more refined cost estimates on an individual segment scale. We anticipate specific segments having both a typical section and special sections where individual spot design challenges (wetlands, driveway s/culverts, slopes, etc.) may require a variation from the typical section. Each half mile will be presented in the report as a separate Appendix. Cost for Alt 2 = $10,500 Costs will be billed on an hourly basis using our standard City rates. We are able to answer questions and modify the scope as needed to fit the City’s needs. Thank you for the opportunity to provide this proposal. Regards, Stantec Consulting Services Inc. Kent Torve, P.E. Principal Phone: 612.209.7919 Fax: 763.479.4242 Kent.torve@stantec.com Scott Brink, P.E. Project Engineer Phone: 763-479-5113 Fax: 763-479-4242 Scott.brink@stantec.com March 18, 2021 Mr. Brad Martens Page 4 of 4 Reference: Proposal to Complete a County Road Trail Corridor Feasibility Study By signing this proposal, City of Corcoran authorizes Stantec to proceed with the services herein described and the Client acknowledges that it has read and agrees to be bound by the attached Professional Services Terms and Conditions. This proposal is accepted and agreed on the 12 day of March, 2021. Per: City of Corcoran Mr. Brad Martens Print Name & Title Signature Attachment: c. C.C. Location Map To request information from this document in an alternative format, call 651-366-4718 or 1-800-657-3774 (Greater Minnesota); 711 or 1-800-627-3529 (Minnesota Relay). You may also send an e-mail to ADArequest.dot@state.mn.us. (Please request at least one week in advance.) MUNICIPALITY OF CORCORAN HENNEPIN COUNTY SHEET 1 OF 1 MorinLake JubertLake ScottLake CookLake Rush Creek Sou t h Fork Weaver Lake RushCreek Sar a h CreekSOO $+19 11211 0 ?A@55 113115117111119103 119103 $+101 Sı"47 106153?A@55 Sı"116 $+19 122 122 131 112 $+101 106117103 103 $+10 Sı"116 $+50 115$+50 1 2 7 $+50 $+101 $+19 119 127102 $+10 Sı"116 113 113 104126$+101 $+123 $+10 126$+30 $+30 107$+30 143 $+19 121 111 130 149130 126126137149148 121 111 $+123 $+19 Sı"117 107Sı"117 Sı"116 $+101 149 148 Sı"203 123Sı"117 36|31 1|6 31|32 6|5 33|34 4|3 34|35 3|2 25|30 36|31 30|29 31|32 29|28 32|33 28|27 33|34 27|26 34|35 26|25 35|36 25|30 36|31 24|19 25|30 24|19 25|30 13|18 24|19 9|10 16|15 11|12 14|13 1|6 12|7 5|4 8|9 3|2 10|11 36|31 1|6 31|32 6|5 34|35 3|2 35|36 2|1 36|31 1|6 Woodland Cir Holloway Farms Rd CSAH 19CSAH 19CSAH 19CSAH 19CSAH 19CSAH 19CSAH19CSAH 19CSAH 19Calamus CirVag a b o n dLnSettlers Ln Pioneer TRL M-1285Brockton CtUrbandale LN N Yel lowstone C ir L a r e d o C t 109th Ave Sh a d 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RdCain RdCain Rd109th A ve N 109th Ave N 109th Ave N 1 0 9 t h A v e N 109th Ave N 109th Ave N 109th Ave N 97thAVE N 97th AVE N97thAVEN97thAVEN97thAVEN97thAVEN97thAVEN97thAVEN97thAVEN97thAVEN97thAVEN97thAVEN97thAVEN97thAVEN97thAVEN97thAVEN 97th AVE N 97th AVE N 8. 8 3. 3 1. 1 14. 14 10. 10 7. 7 15. 15 17. 17 2. 2 11. 11 4. 4 6. 6 16. 16 13. 13 18.18 5. 5 12. 12 9. 9 INDEPENDENCE GREENFIELD MEDINA CORCORAN MAPLEGROVE PLYMOUTH HANOVER DAYTONROGERS 32|33 5|4 35|36 2|1 36|31 1|6 31|32 6|5 30|29 31|32 20|21 29|28 11|12 14|13 1|6 12|7 35|36 2|1 32|33 5|4 33|34 4|3 60th AV E Gl a d s t o n e C i r 61st AVE NTroy LN NTo request information from this document in an alternative format, call 651-366-4718 or 1-800-657-3774 (Greater Minnesota); 711 or 1-800-627-3529 (Minnesota Relay). You may also send an e-mail to ADArequest.dot@state.mn.us. (Please request at least one week in advance.) STAFF REPORT Agenda Item 10c. Council Meeting: March 25, 2021 Prepared By: Brad Martens Topic: Charter Commission Appointment Action Required: Approval Summary: The City of Corcoran has at least one vacancy on the Charter Commission. This item was discussed at the March 11th Council meeting and it was determined that Mayor McKee and Councilmember Nichols would interview applicants and bring back to the Council for consideration. Attached to this report are the applications that were received by 10:00 am on Friday, March 19th. Mayor McKee and Councilmember Nichols will complete the interviews prior to the meeting and make recommendations to the Council. As stated at the last meeting, the Charter Commission currently has six members. Minnesota Statute 410.05 Subdivision 1 states “Any city may by charter provision fix the size of the charter commission at a figure which shall not be less than seven nor more than 15 members.” The Corcoran Charter is silent on the number; however, the Charter Commission has in the past recommended having nine members. Financial/Budget: Charter Commission members serve without compensation. Options: 1. Appoint one or more members to the Charter Commission. 2. Take no action. Recommendation: Staff recommends appointing at least one member to the Charter Commission. Council Action: Consider a motion to appoint one or more members to the Charter Commission. Attachments: 1. Charter Commission Application – Jonathan Coots 2. Charter Commission Application – Daniel Bucholtz 3. Charter Commission Application – Randall Ferrian 4. Charter Commission Application – Gerry Tucker Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. 1 MEMORANDUM 105 South Fifth Street, Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net DATE March 16, 2021 TO Brad Martens CC City Council, Planning Commission, Parks & Trails Commission FROM Kendra Lindahl, City Planner RE Active Corcoran Planning Applications Projects/Comments in blue italics are new Project marked with an * have moved from active to complete. The following is a summary of project status for current, active projects: 1.Certificate of Compliance for the Orht property located at 20600 County Road 30 (PID 11-119- 23-23-0004) (city file no. 20-038). The request is to allow ground mounted solar on the residential property. The application is currently incomplete pending completion of the wetland review, but may be administratively approved if the ordinance standards are met. 2.Final Plat and Final Planned Unit Development for “Tavera” (city file no. 20-042). The application for the first phase of this development includes 33 single family homes south of the main entrance off County Road 116. The was reviewed at the Planning Commission on March 4th and City Council action is expected on March 25th. 3.Rezoning, Preliminary Plat and Preliminary PUD Plan for Cook Lake Highlands (PID 25-119-23- 14-0003) (city file no. 20-047). Trek Development has requested approval for a mixed use development with a senior co-op, market rate apartment, villa homes, day care and memory care. This item was reviewed at the Parks and Trails Commission on February 18th and a public hearing was held at the March 4th Planning Commission meeting. The applicant submitted a revised application on March 15th. The changes are significant enough that it will go back to the Planning Commission on April 1st, Parks and Trail Commission on April 15th and City Council action on April 22nd. 4.Wright-Hennepin Cooperative Electric Association request for Wetland Waiver, Preliminary Plat, Variance and Administrative Permit at 19835 Larkin Road. (PID 25-119-23-32-0001) (city file 20-048). The applicant has submitted a request for a new electric substation (an essential service) on the southwest portion of the site. The wetland waiver was approved by the City Council on January 28th. The preliminary plat, variance and administrative permit public hearing was continued from the February 4th Planning Commission meeting to February 18th. At the February 25th meeting, the City Council tabled the item to the April 22nd meeting as requested by the applicant. 5.Preliminary Plat and Variance for the Property located at 23020 Strehler Road (PID 17-119-23- 32-0003) (city file no. 20-049). Greg Franzen has requested approval of a subdivision to create three lots and a variance from the minimum lot frontage and private drive standards. The application is scheduled for a public hearing at the April 1st Planning Commission meeting and City Council action on April 22nd. 6.Interim Use Permit (IUP) for a Conditional Home Occupation License (CHOL) and Conditional Use Permit (CUP) to exceed the sidewall height at 23405 CR 30 (PID 07-119-23-42-0003) (city file no. 21-003). Jason Larson has requested approval of an IUP for a CHOL to allow auto detailing and a Agenda Item 11a. MEMORANDUM 2 CUP to exceed sidewall height on an accessory building. The application was reviewed at a public hearing at the Planning Commission on March 4th and City Council review is scheduled for March 25th. 7. Conditional Use Permit, Variance and Site Plan for a new NAPA at 19905 75th Avenue (PID 26- 119-23-11-0040) (city file no. 21-004). Kinghorn Construction, on behalf of REH Auto LLC., has requested approval of a conditional use permit, variance and site plan for a new 16,400 sq. ft. building. The item was tentatively scheduled for a public hearing at the Planning Commission on March 4th, but was tabled to the April 1st Planning Commission meeting to allow the applicant to complete the plans. The application is scheduled for a public hearing at the April 1st Planning Commission meeting and City Council action on April 22nd. 8. Easement Vacation for Refuge at Rush Creek Wetland Mitigation Bank (PID 03-119-23-13-0002) (city file no. 21-005). Chris Rains has requested approval of an easement vacation and proposes new easements to be dedicated over a proposed wetland bank on the property. The application is scheduled for a public hearing at the City Council on March 25th. 9. Lot Line Adjustment for the Property located at 20420 Duffney Circle (PID 11-119-23-23-0004 and PID 11-119-23-31-0005) (city file no. 21-006). Shawn and Michele Tharp have requested approval of a lot line adjustment. The application will be administratively approved. 10. Conditional Use Permit and Site Plan for the Property located at 23240 County Road 30 (PID 07- 119-23-13-0003) (city file no. 21-007). Trevor Scherber has requested approval of a conditional use permit and site plan approval to operate a business at 23240 County Road 30. The application is scheduled for a public hearing at the Planning Commission on April 1st and City Council review on April 22nd. 11. Meadow Trails 2nd Addition Preliminary Plat, Final Plat and Variance (PID 35-119-23-12-0002) (city file no. 21-009). Lennar has submitted a request for a subdivision to create two outlots for the Dempsey property. This property has preliminary plat approval as part of the Tavera project, but the applicant is requesting approval to allow the property to be split in two outlots to allow them to purchase the property in two phases. The applicant has filed an exempt lot split at Hennepin County. Therefore, this application has been withdrawn. 12. Variance for a deck and porch at 6433 Bluestem Circle (PID 36-119-23-42-0032) (city file no. 21- 010). Andrew and Pamela Krominga have requested approval of a variance from the rear yard setback requirements to build a four-season porch and deck on their new home in the Ravinia development. The application is scheduled for the April 1st Planning Commission meeting and City Council action on April 22nd. 13. KMM Land Development, LLC request for Site Plan, Conditional Use Permit and Variance at 23405 CR 10 (PID 18-119-23-12-0001) (city file 21-012). The applicant is requesting approval to allow a new office with storage yard for their construction company. This request is similar to the MinnCom operation that was approved on this site but never built. Staff is reviewing the application for completeness. If deemed complete, the request would be scheduled for the May Planning Commission and City Council meetings. The following projects were recently acted upon and will be closed out: 1. *Final Plat for the Property located at 23825 Tessmer Road (PID 07-119-23-22-0001) and 10005 CR 19 (PID 07-119-23-21-0002) (city file no. 20-043). The applicant is requesting final plat approval for the subdivision which will create three lots and one outlot. The item was approved by the City Council action on February 25th. 2. *Preliminary Plat and Final Plat for “Hunters Place 2nd Addition” at 10110 CR 116 (PID 12-119- 23-22-0001) (city file no. 20-044). The City is requesting approval of a subdivision to create two lots – one for the existing Lother home and one for the new city well site (an essential service). The public hearing was continued from the February 4th Planning Commission meeting to February 18th and the City Council approved the request on February 25th. MEMORANDUM 3 3. *Interim Use Permit for an Accessory Dwelling Unit at 6330 Snyder Road (PID 35-119-23-43- 0002) (city file no. 20-045). Kevin Henn has requested approval of an accessory dwelling unit in an accessory building. The public hearing was continued from the February 4th Planning Commission meeting to February 18th and the City Council approved the request on February 25th. 4. *Variance for a front yard setback reduction at 20795 Larkin Road (PID 27-119-23-41-0013) (city file no. 20-046). Nate Kariniemi has requested approval for a setback variance for construction of a new home on a lot he recently subdivided. The item was continued from the February 4th Planning Commission meeting to February 18th and the City Council denied the request on February 25th. 5. *Concept Plan Review for a New Warehouse / Storage Facility at 22400 State Highway 55 (PID 32-119-23-44-0001) (city file no. 21-002). Craig Scherber has submitted a request for concept plan review for a storage facility. The application was revised by the City Council on February 25th. 6. *Certificate of Compliance for an Agricultural Building at 21600 Larkin Road (PID 28-119-23-13- 0002) (city file no. 21-008). Ernie Mayers has submitted an application for a certificate of compliance for a new agricultural building. State law exempts buildings that are used solely for agricultural purposes from the building permit requirements, but not the zoning ordinance requirements. The application was administratively approved. City of Corcoran 2021 City Council Schedule Agenda Item 12. April 8, 2021 Work Session – 5:30 pm • Staff planning and compensation philosophy April 8, 2021 • Fire Department Annual Reports o Hanover FD, Loretto FD, Rogers FD • Recreational Vehicle Ordinance • Northwest Trails Sponsorship Resolution • Reschedule November 11, 2021 Council meeting; adjust calendar for Memorial Day • Assessment Policy Review – Corcoran Trail East/West • Code Enforcement overview/priorities: Continued city wide review, campaign sign discussion, home occupations (three year review of approved locations), accessory dwelling units, etc. • Bridge Replacement Feasibilty Study Report • Appaloosa Woods Feasibility Study (approve/call PH) • Resolution Supporting Hennepin County Bridge Project • Administration Department Organizational Update o Finance Manager o Administrative Services Director April 22, 2021 Work Session – 5:30 pm • Joint meeting with City Council and Planning Commission on residential zoning district updates April 22, 2021 • Active Corcoran Planning Applications • Recruitment process – Maintenance Worker • NAPA CUP, VAR and SP (city 21-004) • Scherber Roll Off Conditional Use Permit and Site Plan • Krominga Variance – 6433 Blue Stem • Preliminary Plat, Variance, and Administrative Permit for Wright Hennepin Cooperative Electric Association • Franzen Preliminary Plat and Variance • Cook Lake Highlands rezoning, preliminary plat, and PUD • Planning Commission Appointment • 66th Avenue/Gleason Parkway Corridor Improvements – Review bids • 2021 Dust Control Program • Diamond Lake Regional Trail Corridor – Preferred Route