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Foxwood Final Plat approval letterCITY OF CHANHASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.2271100 Fax: 952.227.1110 Building Inspections Phone: 952.2271180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone. 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci chanhassen.mn.us August 1, 2016 Mr. Bill Coffman Providence 55, LLC. 1000 Boone Ave. N., Suite 400 Golden Valley, MN 55427 Re: Planning Case #2016-13, Foxwood — Final Plat Dear Mr. Coffman, This letter is to confirm that on July 25, 2016, the Chanhassen City Council approved the final plat, development contracts and specifications for Foxwood Addition subject to the following conditions: Building: 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. 2. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 3. Engineered design and building permits are required for retaining walls exceeding four feet in height. 4. Each lot must be provided with a separate sewer and water service. 5. Demolition permits must be obtained before demolishing any structures. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. 6. If applicable, existing home(s) affected by the new street will require address changes. 7. Provide a 1:200 "clean" plat drawing Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Foxwood — Planning Case #2016-13 August 1, 2016 Page 2 of 7 Engineering: The 16.5' wide telephone easement through the site must be vacated before the final plat is filed at Carver County. 2. The well and septic system on the property must be properly abandoned before a building permit is issued. 3. Label the contours on Sheet 2 of the Existing Conditions Survey. 4. Prior to commencement of site grading the grading plan must be revised so that there is at least five feet from the edge of the temporary cul-de-sac to the retaining wall. 5. The developer shall dedicate an easement over the temporary cul-de-sac; the easement exhibit shall be submitted with the final plat application. 6. The private street within Outlot B and must be built to a 7 -ton design. 7. Pedestrian curb ramps from the sidewalks to the street must be ADA -compliant. 8. If groundwater is encountered during construction, the low floor elevation of the homes must be adjusted accordingly. 9. The final plat must include an oversized drainage and utility easement at the back of Lot 1, Block 6 to encompass the drainage swale. 10. Per Section 18-40 (4) d. 2. v. a drain tile service is required for Lots 1-4 Block 5, Lot 6 Block 5; and Lots 1-3 Block 6 as these lots are proposed to drain from the back of the lot towards the street. 11. On the grading plan label the existing contours. 12. On Sheet 18 modify Note 2 to state that 10' horizontal separation is required between water and sewer lines. 13. The final plat mylars must include the street names approved by the Fire Marshal. 14. A guard rail must be installed at the top of the retaining wall near the temporary cul-de-sac. Foxwood — Planning Case #2016-13 August 1, 2016 Page 3 of 7 15. The developer shall post a $33,750 escrow to be used towards the removal of the temporary cul-de-sac at the end of Road A, extending Road A to the property line and extending the sidewalk to the property line. 16. Outlot B shall be deeded to the owners of 9250 and 9350 Great Plains Boulevard. 17. The developer must acquire the necessary permission for off-site work at 9350 Great Plains Boulevard before that property's driveway is realigned. 18. Once the private street within Outlot B is paved with the base course the developer must remove the existing driveway from Highway 101 to 9250 and 9350 Great Plains Boulevard. 19. Barricades must be installed where the sidewalk ends on the south end of Road A. 20. The developer shall pay $48,725.04 for the development's portion of the cost of Lift Station 32. 21. The developer must submit a $10,000 escrow with the development contract; this escrow will be used for the removal_ of the temporary lift station when Road A is extended and the lift station at Powers Boulevard and TH 212 is installed. 22. The City will reimburse the developer for the cost of oversizing the water main from an eight -inch lateral to a 12" trunk main and for the pressure reducing valve. Environmental Resources: Prior to any grading, the applicant shall install tree preservation fencing using metal stakes. The fencing shall be placed fencing at the grading limits. Tree #2524 shall be included in the fencing area rather than fenced separately. These protections shall remain in effect until construction is completed. 2. Signage identifying outlot natural areas will be posted at property corners and angle point on lots 1, 3-6, 8-9, 11, 17-18, block 1 and lots 1, 2, block 2 and lots 8, 9, block 3 and lot 1-2, block 4 and lots 4 and 6, block 5. These must be installed prior to selling the lot. Fire: L A 3 -foot clear space shall be maintained around fire hydrants. 2. Submit propose street names to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. Foxwood — Planning Case #2016-13 August 1, 2016 Page 4of7 3. Street signs (temporary allowed) shall be installed prior to building permits being issued. Fire Marshal must approve signage. 4. Prior to combustible construction fire hydrants shall be made serviceable. 5. No burning permits will be issued for tree/brush removal. 6. Prior to combustible home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. parks.. 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication. 2. Dedication of an outlot adjacent to Lot 12, Block 5 and across the southern portion of Lot 5, Block 5 to accommodate fixture construct; of a trail. 3. Planning, engineering and construction of two planned 10 -foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. 4. Planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat adjacent to and along Highway 101. 5. Trail right of ways within the subdivision shall be provided within outlots as a condition of the plat. Acquisition of trail easements outside of the plat shall be the responsibility of the City of Chanhassen. 6. The Developer shall be responsible for the installation and payment of the two planned 10 -foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. 7. For those sections of the Hwy 101 trail situated north and south of their property boundaries, the Developer shall be reimbursed by the City of Chanhassen for the full cost of planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat along Highway 101. Foxwood — Planning Case #2016-13 August 1, 2016 Page 5 of 7 8. For that section of the Highway 101 trail located within or adjacent to the Developer's project boundary, the applicant shall be reimbursed by the City for the cost of the aggregate base, trail surfacing, retaining walls and stone water systems utilized to construct the trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation for the trail surface and design, and engineering and testing services for all components of the Developers section, are not reimbursable expenses. 9. All trails shall be 10 feet in width, surfaced with asphalt and constructed to meet city specifications. 10. The granting of a permanent 20 foot wide trail easement across the rear of lots 8 and 9, Block 3. Water Resources Coordinator: The wetlands cannot be used to meet rate control. Rate control must be achieved prior to discharge to any of the wetlands, MN DOT right-of-way or adjoining properties. 2. The infiltration basin areas shall be protected from construction traffic and other construction related activities throughout the duration of the project. This shall be noted on the grading plan, in the SWPPP and shown with pre -construction silt fence location. 3. The infiltration areas shall be graded last. The tributary area shall be graded and stabilized prior to excavation of the infiltration basins. 4. The mass grade phasing schedule shall include stripping and stockpiling of top soil material. 5. The grading and erosion plan shall include stockpile locations. 6. A detailed planting schedule and plan shall be included for each infiltration basin. 7. The developer shall be responsible for procuring the NPDES construction permit and providing proof to the city prior to any land disturbing activities. 8. The development shall meet the CUP conditions for the Bluff Creek Overlay District. 9. Signage will be required at every lot corner and angle point along the private lots adjacent to the wetlands not bound by the BCOD. These must be installed prior to selling the lot. Foxwood — Planning Case #2016-13 August 1, 2016 Page 6 of 7 10. Any grading within wetland buffers must be restored with native vegetation. A planting schedule and vegetation maintenance plan of at least 3 years shall be provided to the city for review and approval. 11. The Storm Water Utility Connection Charge due at final plat is $90,580.00. 12. The City Wetland Alteration Permit (WAP) and the State Wetland Conservation Act (WCA) replacement plan process required for this development is in process, therefore Council approval of the final plat, development contract, et cetera is conditioned upon approval of the WAP and WCA replacement plan Two signed mylar copies of the final plat shall be submitted to our office for signatures. One 1 "=200' scale mylar reduction of the final plat, three 1 "=200' scale paper reductions of the final plat and one 1 "=200' scale paper reduction of the final plat with just street names and lot and block numbers shall be submitted. In addition, a digital copy in .dxf format and a digital copy in .tif format (pdf compatible) in Carver County coordinates of the final plat shall be submitted. A $2,177,546.80 letter of credit or escrow for the developer -installed improvements, the $616,624.04 cash administration fee and the fully -executed development contracts (Developer Installed Improvements and Grading) must be submitted and shall be submitted prior to scheduling a pre -construction meeting. A warranty deed transferring Outlots A, C, D, E and F to the City shall be prepared and executed for recording with the final plat documents. A cross access and maintenance agreement for the private street shall be prepared and executed and submitted to the city for recording with the final plat. All current year taxes must be paid in full and any delinquent property taxes or green acres tax. Once everything is submitted, please contact Assistant City Engineer Alyson Fauske at 952-227-1164 or by email at afauskenci.chanhassen.mn.us to coordinate the preconstruction meeting. Should you have any questions, please contact me at (952) 227-1131 or by email at bgenerousgci.chanhassen.mn.us. Robert Generous, AICP Senior Planner Foxwood — Planning Case #2016-13 August 1, 2016 Page 7of7 Enclosures c: Jim Wilson Paul Paulson ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Todd Gerhardt, City Manager Todd Hoffinan, Parks & Recreation Director Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official Jill Sinclair, Environmental Resource Specialist Marc Rausch, Alliant Engineering, Inc.