Loading...
Approval Letter 10-24-20120 CITY OF CHONSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 October 24, 2012 Mr. Michael Roebuck Ron Clark Construction & Design 7500 West 78 Street Edina, MN 55439 Chanhassen is a Community for Life - Providing forTodayand Planning for Tomorrow Re: Lakeside Seventh Addition Final Plat — Planning Case #2012 -11 Administration Phone: 952.227.1100 Dear Mr. Roebuck: Fax: 952.227.1110 This letter is to confirm that on October 22, 2012, the Chanhassen City Council Building Inspections Phone: 952.227.1180 roved the final plat for Lakeside Seventh Addition, the development contract for approved p p Fax: 952.227.1190 the subdivision as well as the plans as specifications subject to the following conditions: Engineering Phone: 952.227.1160. Engineering Conditions: Fax: 952.227.1170 Finance 1. The developer shall work with the City of Eden Prairie to obtain permission to Phone: 952.227.1140 grade and construct the sidewalk connection to the trail. Fax: 952.227.1110 2. Building permits are required for all retaining walls four feet tall or higher and Park & Recreation must be designed by a Structural Engineer registered in the State of Minnesota. Phone: 952.227.1120 Fax: 952.227.1110 3. The watermain within driveway B shall be extended to the north end of the Recreation Center private street and a hydrant installed at the end. 2310 Coulter Boulevard Phone: 952.227.1400 4. Each new lot is subject to the sanitary sewer and water hookup charges. A Fax: 952.227.1404 portion of these fees must be paid in cash with the development contract and the remainder paid with the building permit at the rate in effect at that time. The Planning & Natural Resources amount due with the development contract is calculated as follows: p Phone: 952.227.1130 Fax: 952.227.1110 Water: 17 units x $1,715 /unit = $29,155.00 Sewer: 17 units x $632 /unit = $10,744.00 Public Works 7901 Park Place 5. All of the utility improvements are required to be constructed in accordance with Phone: 952.227.1300 the City's latest edition of Standard Specifications and Detail Plates. Fax: 952.227.1310 Senior Center 6. The applicant is also required to enter into a development contract with the City Phone: 952.227.1125 and supply the necessary financial security in the form of a letter of credit or cash Fax: 952.227.1110 escrow to guarantee installation of the improvements and the conditions of final plat approval. Web Site www.ci.chanhassen.mn.us 7. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County and Watershed District. Chanhassen is a Community for Life - Providing forTodayand Planning for Tomorrow Mr. Michael Roebuck Lakeside Seventh Addition — Planning Case No. 2012 -11 October 26, 2012 Page 2 of 4 8. This development is adjacent to Lyman Boulevard, therefore the Collector and Arterial Roadway Improvement Charge shall be collected with the final plat and is calculated as follows: 1.5 developable acres x $2,4000 /acre = $3,600.00 Park & Recreation Conditions The developer shall pay $78,600 in park dedication fees for Lakeside 7 th Addition concurrent with or prior to recording the final plat in lieu of parkland dedication or donation. 2. The sidewalk south of Lot 7, Block 4 connecting the Lakeside area to the newly- installed Eden Prairie trail, as depicted in the applicant's plans, shall be installed concurrent with development of Lot 4 units and a 15 foot -wide public walkway easement centered on the newly installed sidewalk be dedicated to the city. Water Resources Specialist Conditions: 1. The developer shall obtain an NPDES Construction Permit. 2. The erosion and sediment control plan shall be amended to be consistent with Chapter 19, Section 145 and the NPDES Construction Permit including Appendix A and Appendix C. 3. The site shall meet the water quality requirements of the NPDES Construction Permit. 4. The design of the rain gardens should be consistent with the Minnesota Stormwater Manual and in particular Chapter 12 -6 including; a. The underdrain should not be wrapped in a sock. b. The underdrain should be in a minimum of one -foot of double washed rock, 1 %2 inches in size. This should be wrapped in high permeativity blanket or a choker course of washed pea gravel. c. Minimum depth of the prepared soils shall be 30- inches. d. Provide water quality volume (W calculations. Include new impervious surface calculations used to calculate W q ,,. 5. The model should be run with an assumed infiltration rate no higher than 0.2 inches per hour unless data from an infiltrometer or other suitable field data is provided confirming the higher infiltration rate. 6. The drainage map should show drainage areas for both rain garden A and rain garden B. 7. The developer shall enter into a maintenance agreement with the City making the developer or their proxy responsible for maintenance of the rain garden areas. Mr. Michael Roebuck Lakeside Seventh Addition October 24, 2012 Page 3 8. The outfall for the drain tile shall be pulled back away from the wetland such that it discharges at the edge of the buffer rather than in the wetland. Energy dissipation shall be provided and shown on the plan. The profile of the underdrain needs to be shown on the utility plan. 9. Energy dissipation shall be provided at the outfalls into the rain gardens. A forebay is highly recommended to minimize future maintenance needs. 10. Surface Water Management fees due at the time of final plat are estimated to be $31,574.47. 11. The wetland and the required buffer shall be placed into a outlot separate from Outlot C. This outlot shall be dedicated to the city. 12. Indicate the date of the delineation and the entity responsible for the delineation on the drawing. 13. City staff must review the wetland buffer to assure that at least 50% of the remaining vegetation is native. If not, the applicant must develop a management plan to accomplish this goal. 14. Wetland buffer monuments are required. The location of these shall be indicated on a plan sheet and surety funds shall be provided at the time of final plat to ensure that these monuments are installed. 15. Permits from the appropriate regulatory agencies will be required, including the MPCA, NPDES, Dept. of Health, Carver County, MnDOT and Watershed District. 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 and one 1 " =200' scale paper reduction of the final plat with just street names and lot and block numbers shall be submitted. The executed development contract and the required fees ($160,575.85) and security ($240,600.95) specified therein shall be submitted to the City. 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. The City will submit all the necessary documents to Carver County for recording. A warranty deed for Outlot F shall be prepared and executed for recording with the final plat documents. Additionally, all current year taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid. Mr. Michael Roebuck Lakeside Seventh Addition October 24, 2012 Page 4 Once everything is submitted, please contact Gordy Stauff at 952 -227 -1166 to coordinate the preconstruction meeting. Should you have any questions, please feel free to contact me at (952) 227 -1131 or bgenerous@ci.chanhassen.mn.us Sincerely, Robert Generous, AICP Senior Planner ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Todd Gerhardt, City Manager Todd Hoffman, Parks & Recreation Director Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official Paul Oehme, City Engineer g: \plan\2012 planning cases\2012 -11 lakeside 7th addition \final plat \approval letter fp.doc