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CAS-14_FINAL PLAT LAKE HARRISON 3RD ADDRECORDING FOR: eLe-4zt Sc �j Al Enclosed are the following: Date: ZD / Final Plat Mylars no larger than 22" x 34". Per Andrea Poehler, do not mark "Official Copy" on the County copy, or they may reject the mylars Three, 1" = 200' scale paper copy of the final plat tt[(Carver County Auditor, Assessor and Surveyor) Sim d DevelePment 6entraet �`�L1 Mortgage Holder Consent to Plat Mortgage Holder Consent to the Development Contract Warranty deed (if deeding an outlot to the City) Easements: Other: A recent copy of the title commitment 1`1 If there isn't a development contract, a copy of the resolution approving final plat The City of Chanhassen has: t/Final Plat Mylars ("City Copy') ✓1" = 200' scale mylar reduction of the final plat r 1" = 200' scale paper reduction of the final plat (with street names and lot and block numbers only) Security: $ from (bank name) Cash fee: $ �� /� /(-ace;f� Digital copy of the final plat in .dxf and .tif formats (.pdf compatible) in Carver County coordinates Electronic Copy of Drainage Model Notified the developer that the current year property taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid before the plat can be filed. Emailed the developer, city planner and building official regarding the status of filing the plat Provide confirmation that the documents have been submitted for recording by email to afauske@ci.chanhassen.mn.us or sbartels@ci.chanhassen.mn.us, or fax to 952-227-1170. NOTES: C:\Users\alysonf\AppData\Lowl\Microsoft\Windows\Temporary Internet Files\Content.Outlook\ZI31C6N8\plat recording checklist.doc Additional instructions on reverse? Yes/No Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick John F. Kelly Henry A. Schaeffer, III Alina Schwartz Shana N. Conklin Amy B. Schutt James J. Menge, III Jerome M. Porter Kurt S. Fischer Grand Oak Office Center 860 Blue Gentian Road Suite 290, Eagan, MN 55121 651452-5000 Fax 651-234-6237 www.ck-law.com C6-rq CAMPBELL KNUTSON Professional Association May 25, 2017 Ms. Jenny Potter City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 Re: Chanhassen — Miscellaneous Recording Dear Jenny: Enclosed herewith for your files are the following original recorded documents relating to the plat of Lake Harrison Yd Addition: Resolution No. 2016-87 recorded on May 10, 2017, as Abstract Document No. A644896; 2. Cover sheet for Plat Map recorded on May 10, 2017, as Abstract Document No. A644897; and Mortgage Holder Consent to Plat recorded on May 10, 2017, as Abstract Document No. A644898. If you have any questions regarding the above, please give me a call. cjh Enclosure 188680v1 Very truly yours, CAMPBELL KNUTSON Professional Association -mr I I � Man a Legal Assistant SCANNED CARVER COUNTY RECORDER/REGISTRAR OF TITLES DOCUMENT COVER SHEET Document No. A644896 OFFICE OF THE COUNTY RECORDER CARVER COUNTY, MINNESOTA Recorded on -May 10, 2017 2:06 PM Fee: $:J�.00 1111111111111111111 644896 DOCUMENT TITLE: Certification Resolution No. 2016-87 DOCUMENT DATE: December 14, 2016 DOCUMENT NAMES: Wells Fargo Bank, N.A. Scott F Hussey Greer Hu Lake Harrison 3rd Addition David Frischmon County Recorder 1/3 CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) 0 I, Kim T. Meuwissen, duly appointed and acting Deputy Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution No. 2016-87 "Approving a Final Plat Lake Harrison 31 Addition" adopted by the Chanhassen City Council on December 12, 2016 with the original copy now on file in my office and have found the same to be a true and correct copy thereof Witness my hand and official seal at Chanhassen, Minnesota, this Ie day of December, 2016. Kim 1. Meuwissen, dqkuty Clerk CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: December 12, 2016 RESOLUTION NO: 2016-87 MOTION BY: McDonald SECONDED BY: Tiornhom A RESOLUTION APPROVING A FINAL PLAT LAKE HARRISON 3rd ADDITION WHEREAS, GreenWood Design Build, LLC, and Scott and Greer Hussey have requested a final plat creating two lots with areas of 55,928 and 40,327 square feet; and WHEREAS, the property is zoned Single -Family Residential District, RSF, and is located within the shoreland district of Lake Harrison and is guided for Residential Low Density Use; and WHEREAS, the Chanhassen City Council reviewed the final plat on December 12, 2016, and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning ordinance. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves the final plat for Lake Harrison 3' Addition (Planning Case #2005-14) for Scott and Greer Hussey of property legally described as Lot 12, Block 3, Lake Harrison Addition, Carver County, Minnesota, subject to the following conditions: 1. Full park fees of $5,800.00 for Lot 2, Block 1, Lake Harrison 3`d Addition shall be paid prior to recording the final plat. 2. Building Official Conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. c. Retaining was more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. d. Separate sewer and water services must be provided each lot. 3. A wetland buffer, consistent with prevailing buffer rules, shall be maintained around the wetland on both properties. Wetland buffer areas shall be preserved, surveyed and staked. The applicant shall install wetland buffer edge signs, under the direction of city staff before construction begins. 4. Building setbacks of 40 feet from the wetland buffer strips shall be maintained for all proposed building pads. 5. All plans shall illustrate Lake Harrison's OHW and a 150-foot structure setback from the OHW. 6. Drainage and utility easements shall be provided over all existing wetlands, wetland mitigation areas, buffer areas used as PVC and storm water ponds. 7. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley-Purgatory-Bluff Creek Watershed District, Department of Health, Minnesota Pollution Control Agency (NPDES Phase II Construction Permit), Minnesota Department of Natural Resources (for dewatering), Carver County, Met Council) and comply with their conditions of approval. 8. Existing trees to be preserved must be protected by fencing. Tree preservation fencing shall be installed prior to any construction activities. 9. Three trees are required to be planted on Lot 2, Block 1, Lake Harrison 3rd Addition. Trees shall a minimum size of 2.5" diameter, deciduous, and an overstory species. 10. Lot 2, Block 1, is subject to sanitary sewer and water hookup fees. The applicant shall pay $2,065 of the city water hook-up charge and $691 of the city sanitary sewer hook-up charge with the final plat. The remaining 60% of the city water and sewer hook-ups (currently $4,817 and $1,611, respectively) and the Met Council sanitary sewer charge (currently $2,560) shall be paid with the building permit at the rate in effect at the time of permit application. 11. Maximum 3:1 side slopes are allowed without the use of a retaining wall. 12. No burning permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 13. The house style for Parcel B shall be "full basement". 14. The proposed grading for Parcel B must be submitted with the building permit application. Drainage shall be directed away from existing and proposed structures. 15. The $45 GIS fee ($25 for the plat + 2 lots @ $10/lot) shall be paid prior to recording the subdivision. Passed and adopted by the Chanhassen City Council this 126'day of December, 2016. ATTEST: „ Todd Gerhardt, City Manager YES NO Laufenburger None Campion McDonald Ryan Tjo nhom 0 envy Laufe urger, Mayor ABSENT None Document No. A644897 OFFICE OF THE COUNTY RECORDER CARVER COUNTY, MINNESOTA Recorded on -May 10, 2017 2:06 PM Fee:$56.00 11111111111111 it III 544897 PLAT MAP NEW PLAT NAME Lake Harrison 3rd Addition UNDERLYING LEGAL Lot 12, Block 3, Lake Harrison PARENT PID(S) 254170380 PLAT FILE/SLEEVE NUMBER 1713 David Frischmon County Recorder Z13 CARVERCOUNTY RECORDER/REGISTRAR OF TITLES DOCUMENT COVER SHEET Document No. A644898 OFFICE OF THE COUNTY RECORDER CARVER COUNTY, MINNESOTA Recorded on -May 10, 2017 2:06 PM Fee: $46.00 IIIIIAIIIA 644898 DOCUMENT TITLE: Consent to File Plat DOCUMENT DATE: April 11, 2017 DOCUMENT NAMES: Wells Fargo Bank, N.A. Scott F Hussey Greer H Lake Harrison 3rd Addition David Frischmon County Recorder jJ2 The undersigned, CONSENT TO FILE PLAT Wells Fargo Bank, N.A. 101 North Phillips Avenue Sioux Falls, SD 57104 Having an interest as mortgagee in the property described as, 6900 Lake Harrison Cir Chanhassen, MN 55317, pursuant to a certain Mortgage in the name of Scott F Hussey and Greer Hussey, dated July 13. 2015, and recorded on October 07. 2015 as Document No. A617770 in the office of the County Recorder of Carver County, Minnesota. The undersigned hereby consents to the recording of that certain plat, Lake Harrison 3rtl Addition In witness where of, the undersigned has caused this consent to be executed effective as of April 11", 2017. Wells Fargo Bank, N.A. B en R. Smalley, ice President STATE OF MARYLAND COUNTY OF FREDERICK This instrument was acknowledged before me on April 11`", 2017, by Gwen R. Smalley Vice President of Wells Fargo Bank, N.A. on behalf of the Corporation. -'- ........... NNA!1 .... —� =:r? •. Hannah Mose r' P°BM , Notary Public F ; MIRA fN%gf5: i N;oo ,;z; My commission expires: 08/09/2020 ",,,ON COvsO` Non -Scannable Item Item Folder Number Folder Nam `K o s 1 Job Number 2 2 2 Box Number 0 053- I 1 4�6 3#4�p /90P6 w I CAMPBELL KNUTSON 13 Professional Associatio: Thomas J. Campbc Roger N. Knutson Thomas M. Scott Elliott B. Knctsch Joel J. Jamnik Andrea McDowell PoehI, Soren M. Mattick John F. Kelly Henry A. Schaeffer, III Alina Schwartz Shana N. Conklin Amy B. Schutt James J. Monge, III Jerome M. Porter Kurt S. Fischer Grand Oak Office Center 860 Blue Gentian Road Suite 290, Lagan, MN 55121 651452-5000 Fax 651-234-6237 www.ck-law.com May 11, 2017 Ms. Jenny Potter City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 Re: Chanhassen — Miscellaneous Recording Dear Jenny: Pursuant to your letter of April 20, 2017, enclosed for your information are copies of the following recorded documents that were emailed to me relating to the plat of Lake Harrison Std Addition: Resolution No. 2016-87 recorded on May 10, 2017, as Abstract Document No. A644896; 2. Cover sheet for Plat Map recorded on May 10, 2017, as Abstract Document No. A644897; and Mortgage Holder Consent to Plat recorded on May 10, 2017, as Abstract Document No. A644898. As soon as we receive the original recorded documents back from the County Recorder's office, I will forward them to you. If you have any questions regarding the above, please give me a call. cjh Enclosure 188680v1 Very truly yours, CAMPBELL KNUTSON Prgpssional Association Legal Assistant 0 CAMPBELL KNUTSON, P.A. Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: 651-452-5000 FAX: 651-234-6237 FILING OF DOCUMENTS TO: X COUNTY RECORDER REGISTRAR OF TITLES Please complete, date, and sign this form upon assigning document numbers for the documents listed below and e-mail Carole Hoeft at choefk@.ck-law. con: or fax completed form to the Chanhassen City Attorney's office referenced above. Please mail same in the self-addressed stamped envelope attached CLIENT/MATTER: CITY OF CHANHASSEN / LAKE HARRISON 3rd ADDITION THE FOLLOWING DOCUMENT(S) Abstract Torrens WERE FILED: Document No. Document No. Resolution No. 2016-87 Mylar Plat -Lake Harrison 3`d Addition i0 4 y 8 g 7 Consent to Plat by Wells Fargo Bank, N.A. to 4 q j 4 at C1b o'clock a.m./,p . on �p� 2017, with the County Recorder/Registrar of Titles of Garver County, i n SIGNED: Thank you! 192537v1 0 0 CARVERCOUNTY RECORDER/REGISTRAR OF TITLES DOCUMENT COVER SHEET Document No. A644896 OFFICE OF THE COUNTY RECORDER CARVER COUNTY, MINNESOTA Recorded on -May 10, 2017 2:06 PM Fee: $46.00 VIII I644896 I II I II III DOCUMENT TITLE: Certification Resolution No. 2016-87 DOCUMENT DATE: December 14, 2016 DOCUMENT NAMES: Wells Fargo Bank, N.A. Scott F Hussey Greer Hus Lake Harrison 3rd Addition David Frischmon County Recorder t/3 C� CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) • 4 `/G. 0O I, Kim T. Meuwissen, duly appointed and acting Deputy Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution No. 2016-87 "Approving a Final Plat Lake Harrison 3rd Addition" adopted by the Chanhassen City Council on December 12, 2016 with the original copy now on file in my office and have found the same to be a true and correct copy thereof. Witness my hand and official seal at Chanhassen, Minnesota, this 140 day of December, 2016. akum Tw� Kim 1. Meuwissen, JW22 Clerk �� :fir.;4Garott�l��a, 0 0 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: _ December 12, 2016 RESOLUTION NO: 2016-57 MOTION BY: McDonald SECONDED BY: Tiornhom A RESOLUTION APPROVING A FINAL PLAT LAKE HARRISON 3'd ADDITION WHEREAS, Greenwood Design Build, LLC, and Scott and Greer Hussey have requested a final plat creating two lots with areas of 55,928 and 40,327 square feet; and WHEREAS, the property is zoned Single -Family Residential District, RSF, and is located within the shoreland district of Lake Harrison and is guided for Residential Low Density Use; and WHEREAS, the Chanhassen City Council reviewed the final plat on December 12, 2016, and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning ordinance. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves the final plat for Lake Harrison 3.d Addition (Planning Case #2005-14) for Scott and Greer Hussey of property legally described as Lot 12, Block 3, Lake Harrison Addition, Carver County, Minnesota, subject to the following conditions: 1. Full park fees of $5,800.00 for Lot 2, Block 1, Lake Harrison 3`d Addition shall be paid prior to recording the final plat. 2. Building Official Conditions: _ a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. c. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. d. Separate sewer and water services must be provided each lot. 3. A wetland buffer, consistent with prevailing buffer rules, shalt be maintained around the wetland on both properties. Wetland buffer areas shall be preserved, surveyed and staked. The applicant shall install wetland buffer edge signs, under the direction of city staff before construction begins. 0 0 4. Building setbacks of 40 feet from the wetland buffer strips shall be maintained for all proposed building pads. 5. All plans shall illustrate Lake Harrison's OHW and a 150 -foot structure setback from the OHW. 6. Drainage and utility easements shall be provided over all existing wetlands, wetland mitigation areas, buffer areas used as PVC and storm water ponds. 7. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Department of Health, Minnesota Pollution Control Agency (NPDES Phase II Construction Permit), Minnesota Department of Natural Resources (for dewatering), Carver County, Met Council) and comply with their conditions of approval. 8. Existing trees to be preserved must be protected by fencing. Tree preservation fencing shall be installed prior to any construction activities. 9. Three trees are required to be planted on Lot 2, Block 1, Lake Harrison 3rd Addition. Trees shall a minimum size of 2.5" diameter, deciduous, and an overstory species. 10. Lot 2, Block 1, is subject to sanitary sewer and water hookup fees. The applicant shall pay $2,065 of the city water hook-up charge and $691 of the city sanitary sewer hook-up charge with the final plat The remaining 60% of the city water and sewer hook-ups (currently $4,817 and $1,611, respectively) and the Met Council sanitary sewer charge (currently $2,560) shall be paid with the building permit at the rate in effect at the time of permit application. 11. Maximum 3:1 side slopes are allowed without the use of a retaining wall. 12. No burning permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 13. The house style for Parcel B shall be "full basement". 14. The proposed grading for Parcel B must be submitted with the building permit application. Drainage shall be directed away from existing and proposed structures. 15. The $45 GIS fee ($25 for the plat + 2 lots @ $10/lot) shall be paid prior to recording the subdivision. 0 0 Passed and adopted by the Chanhassen City Council this 12' day of December, 2016. ATTEST: „ Todd Gerhardt, City Manager YES NO Laufenburger None Campion McDonald Ryan Tjomhom Denny Lauf urger, Mayor ABSENT None 1.13 Document No. A644897 OFFICE OF THE COUNTY RECORDER CARVER COUNTY, MINNESOTA Recorded on -May 10, 2017 2:06 PM Fee: $56.00 VIII IIIIIII II III I David Frischmon 644897 County Recorder PLAT MAP NEW PLAT NAME Lake Harrison 3rd Addition UNDERLYING LEGAL Lot 12, Block 3, Lake Harrison PARENT PID(S) 254170380 PLAT FILE/SLEEVE NUMBER 1713 0 CARVER COUNTY RECORDER/REGISTRAR OF TITLES DOCUMENT COVER SHEET DOCUMENT TITLE: DOCUMENT DATE: DOCUMENT NAMES: Document No. A644898 OFFICE OF THE COUNTY RECORDER CARVER COUNTY, MINNESOTA Recorded on -May 10, 2017 2:06 PM Fee: $46.00 VIII IIIIII II III III David Frischmon 644898 County Recorder Consent to File Plat April 11, 2017 Wells Fargo Bank, N.A. Scott F Hussey Greer Hussey Lake Harrison 3rd Addition 3/3 E The undersigned, CONSENT TO FILE PLAT Wells Fargo Bank, N.A. 101 North Phillips Avenue Sioux Falls, SD 57104 rIL Having an interest as mortgagee in the property described as, 6900 Lake Harrison Cir Chanhassen, MN 55317, pursuant to a certain Mortgage in the name of Scott F Hussey and Greer Hussey, dated July 13 2015, and recorded on October 07 2015 as Document No. A617770 in the office of the County Recorder of Carver County, Minnesota. The undersigned hereby consents to the recordingof that certain plat, Lake Harrison 3r° Addition In witness where of, the undersigned has caused this consent to be executed effective as of April 11r", 2017. Wells Fargo Bank, N.A. B' en R. Smalley, ice President STATE OF MARYLAND COUNTY OF FREDERICK This instrument was acknowledged before me on April 11v', 2017, by Gwen R. Smalley Vice President of Wells Fargo Bank, N.A. on behalf of the Corporation. �:• sem; Hannah Mose r` ; � `; - Notary Public vi COMM-DPWES: i o My commission expires: 08/09/2020 . �{ �``�' •", TC,:�"': SN CITY OF CHANHASSEN • • P O BOX 147 CHANHASSEN MN 55317 04/14/2017 8:53 AM Receipt No. 00344449 CLERK: AshleyM PAYEE: Scott & Greer Hussey 6900 Lake Harrison Cir Chanhassen MN 55317 Lake Harrison 3rd Addition ------------------------------------------------------- Park Fees 5,800.00 Sewer Hook -Up 2,065.00 Water Hook -Up 691.00 GIS List 45.00 Total Cash Check 12237 Check 12236 Change 8,601.00 0.00 691.00 7,910.00 0.00 0 The undersigned, CONSENT TO FILE PLAT Wells Fargo Bank, N.A. 101 North Phillips Avenue Sioux Falls, SD 57104 E Having an interest as mortgagee in the property described as, 6900 Lake Harrison Cir Chanhassen, MN 55317, pursuant to a certain Mortgage in the name of Scott F Hussey and Greer Hussey, dated July 13. 2015, and recorded on October 07. 2015 as Document No. A617770 in the office of the County Recorder of Carver County, Minnesota. The undersigned hereby consents to the recording of that certain plat, Lake Harrison 3rtl Addition In witness where of, the undersigned has caused this consent to be executed effective as of April 11'", 2017. Wells Fargo Bank, N.A. ABlley, ice ZPresident STATE OF MARYLAND COUNTY OF FREDERICK This instrument was acknowledged before me on April 11'", 2017, by Gwen R. Smalley Vice President of Wells Fargo Bank, N.A. on behalf of the Corporation. ..... °sF Hannah Mose NOTARY a Notary Public "`° sz My commission expires: 08/09/2020 ",,ON C��`` December 14, 2016 CITY OF CHANHASSEN Chanhassen is a Community for Life - Providingforbday and Planning forTomorrow Scott Loehrer GreenWood Design Build, LLC 5555 West 78`b Street, Suite L Edina, MN 55439 Scott and Greer Hussey 6900 Lake Harrison Circle Chanhassen, MN 55317-4625 Re: Lake Harrison 3°d Addition Dear Mr. Loehre and Scott and Greer Hussey, This letter it to confirm that on December 12, 2016, the Chanhassen City Council approved the final plat for Lake Harrison 31a Addition. Approval of the subdivision is subject to the following conditions: 1. Full park fees of $5,800.00 for Lot 2, Block 1, Lake Harrison 3rd Addition shall be paid prior to recording the final plat. 2. Building Official Conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. c. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. d. Separate sewer and water services must be provided each lot. PH 952.227.1100 • www.ci.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 0 0 3. A wetland buffer, consistent with prevailing buffer rules, shall be maintained around the wetland on both properties. Wetland buffer areas shall be preserved, surveyed and staked. The applicant shall install wetland buffer edge signs, under the direction of city staff before construction begins. 4. Building setbacks of 40 feet from the wetland buffer strips shall be maintained for all proposed building pads. 5. All plans shall illustrate Lake Harrison's OHW and a 150 -foot structure setback from the OHW. 6. Drainage and utility easements shall be provided over all existing wetlands, wetland mitigation areas, buffer areas used as PVC and storm water ponds. 7. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Department of Health, Minnesota Pollution Control Agency (NPDES Phase II Construction Permit), Minnesota Department of Natural Resources (for dewatering), Carver County, Met Council) and comply with their conditions of approval. 8. Existing trees to be preserved must be protected by fencing. Tree preservation fencing shall be installed prior to any construction activities. 9. Three trees are required to be planted on Lot 2, Block 1, Lake Harrison 3'd Addition. Trees shall a minimum size of 2.5" diameter, deciduous, and an overstory species. 10. Lot 2, Block 1, is subject to sanitary sewer and water hookup fees. The applicant shall pay $2,065 of the city water hook-up charge and $691 of the city sanitary sewer hook-up charge with the final plat. The remaining 60% of the city water and sewer hook-ups (currently $4,817 and $1,611, respectively) and the Met Council sanitary sewer charge (currently $2,560) shall be paid with the building permit at the rate in effect at the time of permit application. 11. Maximum 3:1 side slopes are allowed without the use of a retaining wall. 12. No burning permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 13. The house style for Parcel B shall be "full basement". 14. The proposed grading for Parcel B must be submitted with the building permit application. Drainage shall be directed away from existing and proposed structures. 15. The $45 GIS fee ($25 for the plat + 2 lots @ $10/lot) shall be paid prior to recording the subdivision. 0 0 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 I "=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 Axf format and a digital copy in .tif format (pdf compatible) in Carver County coordinates of the final plat shall be submitted. A recent copy of the title commitment shall be provided. A $7,910.00 cash adtmtstration f must be submitted prior to recording the final plat. r'� t64 4,9(. , c --k-4 If the final plat is not recorded until 2017, all 2017 year taxes must be paid in full and any delinquent property taxes or green acres tax. Should you have any questions, please contact me at (952) 227-1131 or by email at bbgenerousCa,ci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner ec: Kate Aanenson, Community Development Director Todd Gerhardt, City Manager Todd Hoffman, Parks & Recreation Director Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official Jill Sinclair, Environmental Resource Specialist Stephanie Smith, Project Engineer G:\PLAN\2005 Planning Cases\05-14 Lake Harrison (Pemtom)\Final Plat\approval letter 3rd addition docx 1 sIv- ' '' • 0 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: December 12, 2016 RESOLUTION NO: 2016-87 MOTION BY: McDonald SECONDED BY: Tiornhom A RESOLUTION APPROVING A FINAL PLAT LAKE HARRISON 3'd ADDITION WHEREAS, GreenWood Design Build, LLC, and Scott and Greer Hussey have requested a final plat creating two lots with areas of 55,928 and 40,327 square feet; and WHEREAS, the property is zoned Single -Family Residential District, RSF, and is located within the shoreland district of Lake Harrison and is guided for Residential Low Density Use; and WHEREAS, the Chanhassen City Council reviewed the final plat on December 12, 2016, and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning ordinance. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves the final plat for Lake Harrison Yd Addition (Planning Case #2005-14) for Scott and Greer Hussey of property legally described as Lot 12, Block 3, Lake Harrison Addition, Carver County, Minnesota, subject to the following conditions: 1. Full park fees of $5,800.00 for Lot 2, Block 1, Lake Harrison 31 Addition shall be paid prior to recording the final plat. 2. Building Official Conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. c. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. d. Separate sewer and water services must be provided each lot. 3. A wetland buffer, consistent with prevailing buffer rules, shall be maintained around the wetland on both properties. Wetland buffer areas shall be preserved, surveyed and staked. The applicant shall install wetland buffer edge signs, under the direction of city staff before construction begins. 4. Building setbacks of 40 feet from the wetland buffer strips shall be maintained for all proposed building pads. 5. All plans shall illustrate Lake Harrison's OHW and a 150 -foot structure setback from the OHW. 6. Drainage and utility easements shall be provided over all existing wetlands, wetland mitigation areas, buffer areas used as PVC and storm water ponds. 7. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Department of Health, Minnesota Pollution Control Agency (NPDES Phase 11 Construction Permit), Minnesota Department of Natural Resources (for dewatering), Carver County, Met Council) and comply with their conditions of approval. 8. Existing trees to be preserved must be protected by fencing. Tree preservation fencing shall be installed prior to any construction activities. 9. Three trees are required to be planted on Lot 2, Block 1, Lake Harrison 3`d Addition. Trees shall a minimum size of 2.5" diameter, deciduous, and an overstory species. 10. Lot 2, Block 1, is subject to sanitary sewer and water hookup fees. The applicant shall pay $2,065 of the city water hook-up charge and $691 of the city sanitary sewer hook-up charge with the final plat. The remaining 60% of the city water and sewer hook-ups (currently $4,817 and $1,611, respectively) and the Met Council sanitary sewer charge (currently $2,560) shall be paid with the building permit at the rate in effect at the time of permit application. 11. Maximum 3:1 side slopes are allowed without the use of a retaining wall. 12. No burring permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 13. The house style for Parcel B shall be "full basement". 14. The proposed grading for Parcel B must be submitted with the building permit application. Drainage shall be directed away from existing and proposed structures. 15. The $45 GIS fee ($25 for the plat + 2 lots @ $10/lot) shall be paid prior to recording the subdivision. 2 a a Passed and adopted by the Chanhassen City Council this 12s' day of December, 2016. 7a�� Todd Gerhardt, City Manager YES NO Laufenburger None Campion McDonald Ryan Tjomhom " o Denny Lauf urger, Mayor ABSENT None r CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) I, Kim T. Meuwissen, duly appointed and acting Deputy Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution No. 2016-87 "Approving a Final Plat Lake Harrison 3"d Addition' adopted by the Chanhassen City Council on December 12, 2016 with the original copy now on file in my office and have found the same to be a true and correct copy thereof. Witness my hand and official seal at Chanhassen, Minnesota, this 140' day of December, 2016. akumT t, o, Kim . Meuwissen, EkXuty Clerk MEMORANDUM • CITY OF C HANHASSE N Chanhassen is a Community for Life- Providing forToday and Planning forTomorrow TO: Alyson Fauske, Terry Jeffery, Mark Littfin, Jerry Mohn, Jill Sinclair FROM: Robert Generous DATE: November 11, 2016 SUBJ: Planning Case #05-14 - FPR Lake Harrison 3rd Addition Please review the following conditions with the attached final plat for Lake Harrison 3°d Add and respond to me no later than Thursday, December 1, 2016: B. "Preliminary plat (Subdivision) to create 40 single-family lots, four outlots and public right-of- way with of a variance for a private street and street grade, plans prepared by Westwood Professional Services, Inc. dated 03/18/05, based on the findings of fact attached to the staff report, subject to the following conditions: 1. The lot area for Lot 2, Block 1, shall be increased to a minimum of 15,000 square feet. 2. The lot frontage for Lot 3, Block 1, must meet the 90 feet standard at the building setback line. 3. Lots 10, 11 and 12, Block 3, must be reconfigured to meet the minimum standards. 4. The lot frontage for Lot 14, Block 3, must meet the 125 minimum lot width if it is a lake shore lot. 5. Lot 12, Block 3, contains a swimming pool and shall not be platted as a separate lot until the pool is removed or the platting of the lot is concurrent with an application for a building permit for a principal dwelling on the lot. 6. Prior to final plat approval, the developer shall verify that acceptable building pads can he accommodated on all lots that have lake setbacks. 7. If Lot 1, Block 4, is not dedicated for park purposes, then the development shall pay full park fees in force at the time of final plat approval PH 952.227.1100 • www.ci.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 0 0 8. Building Official Conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. c. The developer must submit a list of proposed street names for review and approval prior to final plat of the property. d. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. e. Separate sewer and water services must be provided each lot. f. Existing wells and on-site sewage treatment systems on the site but be abandoned in accordance with State Law and City Code and the existing home must be connected to city sewer service when available. g. The swimming pool adjacent to the existing residence must be protected by a fence in accordance with City Code. h. The developer must coordinate the address change of the existing home with the construction of the development and provide access for emergency vehicles at all times. 9. A wetland delineation report illustrating wetland type, boundary and vegetation shall be submitted prior to final plat approval. 10. The applicant shall submit a Wetland Conservation Act (WCA) application illustrating two alternatives that demonstrate proposed plans were sequenced in the following order of decreasing preference: 1) Avoidance of wetland impact, 2) Minimization of wetland impacts, 3) Rectification of wetland impacts and 4) Mitigation of wetland impacts. The applicant shall not impact basins A, G and F until it is demonstrated that these impacts have met the above sequencing requirements. Wetland replacement shall occur in a manner consistent with the Minnesota Wetland Conservation Act (MR 8420). The plans shall show fixed photo monitoring points for the replacement wetlands. A five-year wetland replacement monitoring plan shall be submitted yearly beginning one growing season after the wetland is created. The applicant shall provide proof of recording a Declaration of Restrictions and Covenants for Replacement Wetland. The applicant shall secure City approval of a wetland replacement plan prior to any wetland impacts occurring. 11. All impacts, including the filling of wetlands and conversion of wetlands into storm water pond, shall be mitigated with the proposed project. The applicant shall demonstrate and document how replacement will be satisfied to ensure the 2:1 replacement ratio for all impacted wetlands. 12. A wetland buffer with a minimum width of 20 feet shall be maintained around Wetlands A, B, C, E, F, G and H. A wetland buffer with a minimum width of 16.5 feet shall be maintained around Wetland D and any wetland mitigation areas. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff before construction begins and shall pay the City $20 per sign. 0 0 13. Building setbacks of 40 feet from the wetland buffer strips shall be maintained for all proposed building pads. Lot 3, Block 3 and Lot 11, Block 3 shall be revised to meet building setback requirements. 14. Lots 11-15 Block 3 and Lot 10 Block 2 shall be revised to incorporate all of wetland B into Outlot C. 15. The OHW determination shall be completed prior to final plat approval. All plans shall illustrate Lake Harrison's OHW and a 150 foot structure setback from the OHW. 16. All non -riparian lots within the shoreland management zone shall be no less than 90 feet wide with 15,000 square feet of lot area. All riparian lots within the shoreland management zone shall be no less than 125 feet wide with 40,000 square feet of lot area. 17. The bluff area on the property shall be preserved. All structures must maintain a 30 foot setback from the bluff and no grading may occur within the bluff impact zone (i.e., the bluff and land located within 20 feet from the top of the bluff). 18. The proposed development shall maintain existing runoff rates. Storm water calculations shall be submitted to ensure the proposed storm water ponding is sized adequately for the proposed development. 19. Drainage and utility easements shall be provided over all existing wetlands, wetland mitigation areas, buffer areas used as PVC and storm water ponds. 20. MN DOT category 3 erosion blanket and seed shall be applied to exposed creek slopes near/around road crossing within 24 hours of temporary/final grade. Riprap, appropriately sized, shall be installed at flared end outlets for energy dissipation with underlying gravel base or geotextile fabric. All emergency over flow structures shall be stabilized with riprap and geotextile or permanent turf re -enforcement blankets. Erosion and sediment controls shall be installed for the planned sanitary sewer crossing for Wetland A area. Silt fence, mulch and wetland seed shall be used for restoration. All 3:1 slopes shall be covered with category 3 erosion blanket. An outlet meeting NPDES water quality discharge requirements is needed on Pond 1. 21. Following storm water inlet installation Wimco-type (or equal) inlet sediment controls shall be installed and regularly maintained. A detail for the inlet sediment controls shall be provided. 22. Following street and utility installation, Chanhassen -specification Type -I silt fence or other approved perimeter sediment control shall be installed for all positive slopes curbside. 23. Geotextile fabric shall be installed under the rock to promote effectiveness and lifespan of the rock construction entrance. 0 0 24. Chanhassen type 2 heavy duty silt fence with straw/hay bale re -enforcement shall be provided for all silt fences adjacent to wetland and creek areas. Chanhassen type 1 silt fence shall be installed at the OHW elevation of storm water basins following permanent outlet installation. 25. The "Inlet Sediment Filter" detail shall be altered to show a rock berm (1 Yz -inch rock, 2 feet wide and 1 -foot -high along the outside of the silt fence. Only metal t -posts shall be used, not wood stakes. 26. Silt fence shall be installed between wetland impact areas and the remaining wetland. 27. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: TLpe of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man- made systems that discharge to a surface water. 28. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 29. All development phases shall be represented in the SWPPP (clear and grubbing, mass grading, large utilities, small utilities, home building, along with any special requirement such as wetland or creek crossing areas). 30. Construction phasing of the road shall be provided for the wetland/creek crossing. Due to potential concentrated flows, a creek crossing plan shall be developed and outlined in the SWPPP. A detail shall also be provided. Stabilization of the crossing area shall be provided within 24 hours following temporary or final grade. The silt fence shall be wrapped up and around the culvert leaving the wetted perimeter free of silt fence. Soil shall be prevented from entering the waters of the state. 31. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $135,285.38. 32. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Department of Health, Minnesota Pollution Control Agency (NPDES Phase H Construction Permit), Minnesota Department of Natural Resources (for dewatering), Carver County, Met Council) and comply with their conditions of approval. 0 33. Tree preservation fence shall be installed at the edge of the grading limits prior to any construction. Fencing shall be in place and maintained until all construction is completed. In no areas shall the fencing be placed within the bluff impact zone. 34. Any trees removed in excess of proposed tree preservation plans, dated 3/18/05, will be replaced at a ratio of 2:1 diameter inches. 35. A total of 319 trees are to be planted. The number of overstory, deciduous trees, as shown on landscape plans dated 3/18/05, required in the front yard of each lot are as follows: Lot, Block Number of trees required Lot 1, blk 1 5 Lot 2, blk 1 2 Lot 3, blk I 1 Lot 4, blk 1 1 Lot 5, blk 1 1 Lot 6, blk 1 2 Lot 7, blk 1 2 Lot 8, blk 1 2 Lot 9, blk 1 1 Lot 10, blk 1 2 Lot 11, blkI None - existing front and trees to be preserved Lot 12, blk 1 None - existing front yard trees to be preserved Lot 1, blk 2 4 Lot 2, blk 2 3 Lot 3, blk 2 2 Lot 4, blk 2 2 Lot 5, blk 2 3 Lot 6, blk 2 1 Lot 7, blk 2 3 Lot 8, blk 2 2 Lot 9, blk 2 2 Lot 10, blk 2 7 Lot 1, blk 3 5 Lot 2, blk 3 2 Lot 3, blk 3 2 Lot 4, blk 3 3 Lot 5, blk 3 1 Lot 6, blk 3 1 Lot 7, blk 3 1 Lot 8, blk 3 2 Lot 9, blk 3 2 Lot 10, blk 3 3 Lot 11, blk 3 2 0 Lot, Block Number of trees required Lot 12, blk 3 3 Lot 13, blk 3 3 Lot 14, blk 3 3 Lot 15, blk 3 2 Lot 16, blk 3 1 Lot 17, blk 3 1 None — existing front yard trees to be preserved 36. The developer shall be responsible for planting any trees in side or rear yards as shown on the landscape plan dated 3/18/05. 37. Any private street is required to have 20 -foot wide paved streets from back -of -curb to back -of - curb, be built to a 7 -ton design, have a maximum slope of 10%, and contained within a 30 -foot wide private easement. At the completion of the project, the developer will be required to submit inspection/soil reports certifying that the private street was built to a 7 -ton design. 38. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul mutes and traffic control plans. The applicant should be aware that any off-site grading will require an easement from the appropriate property owner. 39. All of the ponds are required to be designed to National Urban Runoff Program (NURP) standards with maximum 3:1 slopes and a 10:1 bench at the NWL. 40. Any retaining wall over 4 feet in height must be designed by a Structural Engineer registered in the State of Minnesota with an approved fence. Also, it will require a building permit from the Building Department. 41. Prior to final platting, storm sewer design data will need to be submitted for staff review. Depending on the size of the drainage area, additional catch basins may be required at that time. The storm sewer will have to be designed for a 10 -year, 24-hour storm event. Drainage and utility easements will need to be dedicated on the final plat over the public storm drainage system including ponds, drainage swales, emergency overflows, access routes for maintenance, and wetlands up to the 100 -year flood level. The minimum easement width shall be 20 feet wide. Emergency overflows from all stormwater ponds will also be required on the construction plans. 42. Erosion control measures and site restoration must be developed in accordance with the City's Best Management Practice Handbook (BMPH). Staff recommends that the City's Type II erosion control fence, which is a heavy-duty silt fence, be used for the area adjacent to the existing wetlands. Type I silt fence shall be used in all other areas. In addition, tree preservation fencing must be installed at the limits of tree removal. Erosion control blankets are recommended for all of the steep 3:1 slopes with an elevation change of eight feet or more. All disturbed areas, as a result of construction, must be seeded and mulched or sodded immediately after grading to minimize erosion. 0 0 43. All of the utility improvements are required to be constructed in accordance with the City s latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. 44. The sanitary sewer and water hookup charges will be applicable for each of the new lots. The 2005 trunk hookup charge is $1,458 for sanitary sewer and $2,955 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 45. The applicant shall include a drain tile system behind the curbs to convey sump pump discharge from homes not adjacent to ponds. 46. All plans must be signed by a registered engineer in the State of Minnesota 47. Maximum 3:1 side slopes are allowed without the use of a retaining wall. 48. On the preliminary plat sheet show the street right-of-way for the cul-de-sacs. 49. Minimum 20 -foot wide public drainage and utility easements will be required over the sanitary sewer and watermain that is outside of the right-of-way. 50. On the grading plan: a. Show the benchmark. b. Add a note to remove all existing approaches. c. Show the retaining walls top and bottom elevations. d. Revise the street grades to comply with the 7% maximum requirement. e. Eliminate Pond 1 and bring the drainage to Pond 2. f. The proposed grading for Lots 4-6, Block 3 needs to be revised to prevent the garage elevation of Lot 4 from being lower than the street. g. The garage elevations of Lots 5 and 6 need to be at least 1.5 feet higher than the emergency overflow for the street. h. Install a culvert under the proposed street connection at Galpin Boulevard. i. Show the 1036 contour around the housepad of Lot 2, Block 1. j. Show the proposed storm sewer on the plan. 51. Label the existing and proposed street names on all plan sheets. 52. On the utility plan: a Revise the note to say "All storm pipe shall he Class 5...". 0 0 b. Show all existing utilities, pipe type and manhole rim/inverts within Lake Lucy Road, Galpin Boulevard, Highover Trail and Manchester Drive. c. Revise the location of the downstream sanitary sewer from MH -15 so it goes between Lots 4 and 5 versus Lots 5 and 6, Block 1. d. Show all utility and storm ponds easements. e. Sanitary service must be 6 -inch PVC and water service I -inch copper type K. f. The watermain must be looped through to Manchester Drive versus Galpin Boulevard. 53. Staff is recommending that a raw water transmission main be extended through the site for future connection to the City's second water treatment plant. The construction cost for the raw watermain will be paid by the City from the water portion of the Utility Fund. The developer will be required to provide public drainage and utility easements over the transmission main and to install the pipe as a part of the utility construction. 54. Since the applicant is now proposing more units (39) than what the property has been assessed for, the additional 38 units (39-1=38) will be charged a sanitary sewer and watermain lateral connection charge. These charges are due at the time of final plat recording. 55. As with past developments that access off of Galpin Boulevard, a right -tum lane into the site will be required to be constructed. The tum lane must meet Carver County design requirements. 56. A 10 -foot clear space must be maintained around fire hydrants, i.e. street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, Cable TV and transformer boxes. This is to ensure that hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. 57. Two additional fire hydrants are required. 58. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. 59. Temporary street signs shall be installed on each street intersection when construction of the new roadway allows passage by vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. 60. No burning permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 61. Submit street names to Chanhassen Building Official and Chanhassen Fire Marshal for review and approval. 62. Create a Lot 1, Block 4, on the eastern portion of Outlot A, east of wetland E. 63. The private street driveway shall be as shown on the Lot 11 & 12 detail plan dated 5/09/05." C. "The front yard variance for Block 2 and denied the bluff setback variances based on the findings of fact attached to the staff report." D. "The wetland alteration permit to fill and alter wetlands on site subject to the following conditions: 1. The wetland alteration permit is contingent on final plat approval for Lake Harrison. 2. A wetland delineation report illustrating wetland type, boundary and vegetation shall be submitted prior to final plat approval. 3. The applicant shall submit a Wetland Conservation Act (WCA) application illustrating two alternatives that demonstrate proposed plans were sequenced in the following order of decreasing preference: 1) Avoidance of wetland impact, 2) Minimization of wetland impacts, 3) Rectification of wetland impacts and 4) Mitigation of wetland impacts. The applicant shall not impact basins A, G and F until it is demonstrated that these impacts have met the above sequencing requirements. Wetland replacement shall occur in a manner consistent with the Minnesota Wetland Conservation Act (MR 8420). The plans shall show fixed photo monitoring points for the replacement wetlands. A five-year wetland replacement monitoring plan shall be submitted yearly beginning one growing season after the wetland is created. The applicant shall provide proof of recording a Declaration of Restrictions and Covenants for Replacement Wetland. The applicant shall secure City approval of a wetland replacement plan prior to any wetland impacts occurring. 4. All impacts, including the filling of wetlands and conversion of wetlands into storm water pond, shall be mitigated with the proposed project. The applicant shall demonstrate and document how replacement will be satisfied to ensure the 2:1 replacement ratio for all impacted wetlands. 5. A wetland buffer with a minimum width of 20 feet shall be maintained around Wetlands A, B, C, E, F, G and H. A wetland buffer with a minimum width of 16.5 feet shall be maintained around Wetland D and any wetland mitigation areas. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff before construction begins and shall pay the City $20 per sign. 6. Building setbacks of 40 feet from the wetland buffer strips shall be maintained for all proposed building pads. Lot 3, Block 3 and Lot 11, Block 3 shall be revised to meet building setback requirements. 7. Lots 11-15 Block 3 and Lot 10 Block 2 shall be revised to incorporate all of wetland B into Outlot C. 0 • 8. Drainage and utility easements shall be provided over all existing wetlands, wetland mitigation areas, buffer areas used as PVC and storm water ponds. 9. Erosion and sediment controls shall be installed for the planned sanitary sewer crossing for Wetland A area. Silt fence, mulch and wetland seed shall be used for restoration. All 3:1 slopes shall be covered with category 3 erosion blanket. 10. Chanhassen type 2 heavy duty silt fence with straw/hay bale re -enforcement shall be provided for all silt fences adjacent to wetland and creek areas. Chanhassen type 1 silt fence shall be installed at the OHW elevation of storm water basins following permanent outlet installation. 11. Silt fence shall be installed between wetland impact areas and the remaining wetland. 12. Construction phasing of the road shall be provided for the wetland/creek crossing. Due to potential concentrated flows, a creek crossing plan shall be developed and outlined in the SWPPP. A detail shall also be provided. Stabilization of the crossing area shall be provided within 24 hours following temporary or final grade. The silt fence shall be wrapped up and around the culvert leaving the wetted perimeter free of silt fence. Soil shall be prevented from entering the waters of the state. 13. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Permit), Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. GAPLAN\2005 Planning Cases\05-14 Lake Hanison (Pemtom)\Final Plaffinal Plat Memo to Staff CITY OF CHANHASSEN • P O BOX 147 CHANHASSEN MN 55317 11/14/2016 2:27 PM Receipt No. 00331847 CLERK: AshleyM PAYEE: Greenwood Design Build, LLC 5555 West 78th Suite L Edina MN 55439- 6900 Lake Harrison Circle- Final Plat ------------------------------------------------------- Subdivision- Final Plat 700.00 Total Cash Check 50005 Change 700.00 0.00 700.00 0.00 0 CITY OF CHANHASSEN Chanhassen is Community for Life-ProvidingforToday and Planning forTomorrow MEMORANDUM `V— TO: Alyson Fauske, Terry Jeffery, Mark Litt Jerry Mohn, Jill Sinclair FROM: Robert Generous DATE: November 11, 2016 SUBJ: Planning Case #05-14 - FPR Lake Harrison 3'd Addition Please review the following conditions with the attached final plat for Lake Harrison 3d Add and respond to me no later than Thursday, December 1, 2016: B. "Preliminary plat (Subdivision) to create 40 single-family lots, four outlots and public right-of- way with of a variance for a private street and street grade, plans prepared by Westwood Professional Services, Inc. dated 03/18/05, based on the findings of fact attached to the staff report, subject to the following conditions: 1. The lot area for Lot 2, Block 1, shall be increased to a minimum of 15,000 square feet. 2. The lot frontage for Lot 3, Block 1, must meet the 90 feet standard at the building setback line. 3. Lots 10, 11 and 12, Block 3, must be reconfigured to meet the minimum standards. 4. The lot frontage for Lot 14, Block 3, must meet the 125 minimum lot width if it is a lake shore lot. 5. Lot 12, Block 3, contains a swimming pool and shall not be platted as a separate lot until the pool is removed or the platting of the lot is concurrent with an application for a building permit for a principal dwelling on the lot. 6. Prior to final plat approval, the developer shall verify that acceptable building pads can be accommodated on all lots that have lake setbacks. 7. If Lot 1, Block 4, is not dedicated for park purposes, then the development shall pay full park fees in force at the time of final plat approval PH 952.227.1100 • www.ci.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 0 9 8. Building Official Conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. c. The developer must submit a list of proposed street names for review and approval prior to final plat of the property. d. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. e. Separate sewer and water services must be provided each lot. f. Existing wells and on-site sewage treatment systems on the site but be abandoned in accordance with State Law and City Code and the existing home must be connected to city sewer service when available. g. The swimming pool adjacent to the existing residence must be protected by a fence in accordance with City Code. h. The developer must coordinate the address change of the existing home with the construction of the development and provide access for emergency vehicles at all times. 9. A wetland delineation report illustrating wetland type, boundary and vegetation shall be submitted prior to final plat approval. 10. The applicant shall submit a Wetland Conservation Act (WCA) application illustrating two alternatives that demonstrate proposed plans were sequenced in the following order of decreasing preference: 1) Avoidance of wetland impact, 2) Minimization of wetland impacts, 3) Rectification of wetland impacts and 4) Mitigation of wetland impacts. The applicant shall not impact basins A, G and F until it is demonstrated that these impacts have met the above sequencing requirements. Wetland replacement shall occur in a manner consistent with the Minnesota Wetland Conservation Act (MR 8420). The plans shall show fixed photo monitoring points for the replacement wetlands. A five-year wetland replacement monitoring plan shall be submitted yearly beginning one growing season after the wetland is created. The applicant shall provide proof of recording a Declaration of Restrictions and Covenants for Replacement Wetland. The applicant shall secure City approval of a wetland replacement plan prior to any wetland impacts occurring. 11. All impacts, including the filling of wetlands and conversion of wetlands into storm water pond, shall be mitigated with the proposed project. The applicant shall demonstrate and document how replacement will be satisfied to ensure the 2:1 replacement ratio for all impacted wetlands. 12. A wetland buffer with a minimum width of 20 feet shall be maintained around Wetlands A, B, C, E, F, G and H. A wetland buffer with a minimum width of 16.5 feet shall be maintained around Wetland D and any wetland mitigation areas. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff before construction begins and shall pay the City $20 per sign. 0 0 13. Building setbacks of 40 feet from the wetland buffer strips shall be maintained for all proposed building pads. Lot 3, Block 3 and Lot 11, Block 3 shall be revised to meet building setback requirements. 14. Lots 1 I-15 Block 3 and Lot 10 Block 2 shall be revised to incorporate all of wetland B into Outlot C. 15. The OHW determination shall be completed prior to final plat approval. All plans shall illustrate Lake Harrison's OHW and a 150 foot structure setback from the OHW. 16. All non -riparian lots within the shoreland management zone shall be no less than 90 feet wide with 15,000 square feet of lot area. All riparian lots within the shoreland management zone shall be no less than 125 feet wide with 40,000 square feet of lot area. 17. The bluff area on the property shall be preserved. All structures must maintain a 30 foot setback from the bluff and no grading may occur within the bluff impact zone (i.e., the bluff and land located within 20 feet from the top of the bluff). 18. The proposed development shall maintain existing runoff rates. Storm water calculations shall be submitted to ensure the proposed storm water ponding is sized adequately for the proposed development. 19. Drainage and utility easements shall be provided over all existing wetlands, wetland mitigation areas, buffer areas used as PVC and storm water ponds. 20. MN DOT category 3 erosion blanket and seed shall be applied to exposed creek slopes near/around road crossing within 24 hours of temporary/final grade. Riprap, appropriately sized, shall be installed at flared end outlets for energy dissipation with underlying gravel base or geotextile fabric. All emergency over flow structures shall be stabilized with riprap and geotextile or permanent turf re -enforcement blankets. Erosion and sediment controls shall be installed for the planned sanitary sewer crossing for Wetland A area. Silt fence, mulch and wetland seed shall be used for restoration. All 3:1 slopes shall be covered with category 3 erosion blanket. An outlet meeting NPDES water quality discharge requirements is needed on Pond 1. 21. Following storm water inlet installation Wimco-type (or equal) inlet sediment controls shall be installed and regularly maintained. A detail for the inlet sediment controls shall be provided. 22. Following street and utility installation, Chanhassen -specification Type -1 silt fence or other approved perimeter sediment control shall be installed for all positive slopes curbside. 23. Geotextile fabric shall be installed under the rock to promote effectiveness and lifespan of the rock construction entrance. 0 0 24. Chanhassen type 2 heavy duty silt fence with straw/hay bale re -enforcement shall be provided for all silt fences adjacent to wetland and creek areas. Chanhassen type 1 silt fence shall be installed at the OHW elevation of storm water basins following permanent outlet installation. 25. The "Inlet Sediment Filter" detail shall be altered to show a rock berm (1 1/2 -inch rock, 2 feet wide and 1 -foot -high along the outside of the silt fence. Only metal t -posts shall be used, not wood stakes. 26. Silt fence shall be installed between wetland impact areas and the remaining wetland. 27. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tyne of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to.3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man- made systems that discharge to a surface water. 28. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 29. All development phases shall be represented in the SWPPP (clear and grubbing, mass grading, large utilities, small utilities, home building, along with any special requirement such as wetland or creek crossing areas). 30. Construction phasing of the road shall be provided for the wetland/creek crossing. Due to potential concentrated flows, a creek crossing plan shall be developed and outlined in the SWPPP. A detail shall also be provided. Stabilization of the crossing area shall be provided within 24 hours following temporary or final grade. The silt fence shall be wrapped up and around the culvert leaving the wetted perimeter free of silt fence. Soil shall be prevented from entering the waters of the state. 31. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $135,285.38. 32. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Department of Health, Minnesota Pollution Control Agency (NPDES Phase II Construction Permit), Minnesota Department of Natural Resources (for dewatering), Carver County, Met Council) and comply with their conditions of approval. 0 0 33. Tree preservation fence shall be installed at the edge of the grading limits prior to any construction. Fencing shall be in place and maintained until all construction is completed. In no areas shall the fencing be placed within the bluff impact zone. 34. Any trees removed in excess of proposed tree preservation plans, dated 3/18/05, will be replaced at a ratio of 2:1 diameter inches. 35. A total of 319 trees are to be planted. The number of overstory, deciduous trees, as shown on landscape plans dated 3/18/05, required in the front yard of each lot are as follows: Lot, Block Number of trees required Lot 1, blk 1 5 Lot 2, blk 1 2 Lot 3, blk 1 1 Lot 4, blk 1 1 Lot 5, blk 1 1 Lot 6, blk 1 2 Lot 7, blk 1 2 Lot 8, blk 1 2 Lot 9, blk I 1 Lot 10, blk 1 2 Lot 11, blk 1 None - existing front yard trees to be preserved Lot 12, blk 1 None - existing front yard trees to be preserved Lot 1, blk 2 4 Lot 2, blk 2 3 Lot 3, blk 2 2 Lot 4, blk 2 2 Lot 5, blk 2 3 Lot 6, blk 2 1 Lot 7, blk 2 3 Lot 8, blk 2 2 Lot 9, blk 2 2 Lot 10, blk 2 7 Lot 1, blk 3 5 Lot 2, blk 3 2 Lot 3, blk 3 2 Lot 4, blk 3 3 Lot 5, blk 3 1 Lot 6, blk 3 1 Lot 7, blk 3 1 Lot 8, blk 3 2 Lot 9, blk 3 2 Lot 10, b13 3 Lot 11, blk 3 2 0 0 Lot, Block Number of trees required Lot 12, blk 3 3 Lot 13, blk 3 3 Lot 14, blk 3 3 Lot 15, blk 3 2 Lot 16, blk 3 1 Lot 17, blk 3 None — existing front azd trees to be eserved 36. The developer shall be responsible for planting any trees in side or rear yards as shown on the landscape plan dated 3/18/05. 37. Any private street is required to have 20 -foot wide paved streets from back -of -curb to back -of - curb, be built to a 7 -ton design, have a maximum slope of 101/o, and contained within a 30 -foot wide private easement. At the completion of the project, the developer will be required to submit inspection/soil reports certifying that the private street was built to a 7 -ton design. 38. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes and traffic control plans. The applicant should be aware that any off-site grading will require an easement from the appropriate property owner. 39. All of the ponds are required to be designed to National Urban Runoff Program (NURP) standards with maximum 3:1 slopes and a 10:1 bench at the NWL. 40. Any retaining wall over 4 feet in height must be designed by a Structural Engineer registered in the State of Minnesota with an approved fence. Also, it will require a building permit from the Building Department. 41. Prior to final platting, storm sewer design data will need to be submitted for staff review. Depending on the size of the drainage area, additional catch basins may be required at that time. The storm sewer will have to be designed for a 10 -year, 24-hour storm event. Drainage and utility easements will need to be dedicated on the final plat over the public storm drainage system including ponds, drainage swales, emergency overflows, access routes for maintenance, and wetlands up to the 100 -year flood level. The minimum easement width shall be 20 feet wide. Emergency overflows from all stormwater ponds will also be required on the construction plans. 42. Erosion control measures and site restoration must be developed in accordance with the City's Best Management Practice Handbook (BMPH). Staff recommends that the City's Type II erosion control fence, which is a heavy-duty silt fence, be used for the area adjacent to the existing wetlands. Type I silt fence shall be used in all other areas. In addition, tree preservation fencing must be installed at the limits of tree removal. Erosion control blankets are recommended for all of the steep 3:1 slopes with an elevation change of eight feet or more. All disturbed areas, as a result of construction, must be seeded and mulched or sodded immediately after grading to minimize erosion. 43. All of the utility improvements are required to be constructed in accordance with the City s latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. 44. The sanitary sewer and water hookup charges will be applicable for each of the new lots. The 2005 tnmk hookup charge is $1,458 for sanitary sewer and $2,955 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 45. The applicant shall include a drain tile system behind the curbs to convey sump pump discharge from homes not adjacent to ponds. 46. All plans must be signed by a registered engineer in the State of Minnesota. 47. Maximum 3:1 side slopes are allowed without the use of a retaining wall. 48. On the preliminary plat sheet show the street right-of-way for the cul-de-sacs. 49. Minimum 20 -foot wide public drainage and utility easements will be required over the sanitary sewer and watermain that is outside of the right-of-way. 50. On the grading plan: a. Show the benchmark. b. Add a note to remove all existing approaches. c. Show the retaining walls top and bottom elevations. d. Revise the street grades to comply with the 7% maximum requirement. e. Eliminate Pond 1 and bring the drainage to Pond 2. f. The proposed grading for Lots 4-6, Block 3 needs to be revised to prevent the garage elevation of Lot 4 from being lower than the street. g. The garage elevations of Lots 5 and 6 need to be at least 1.5 feet higher than the emergency overflow for the street. It. Install a culvert under the proposed street connection at Galpin Boulevard. i. Show the 1036 contour around the housepad of Lot 2, Block 1. j. Show the proposed storm sewer on the plan. 51. Label the existing and proposed street names on all plan sheets. 52. On the utility plan: a. Revise the note to say "All storm pipe shall be Class 5...". 0 0 b. Show all existing utilities, pipe type and manhole rim/inverts within Lake Lucy Road, Galpin Boulevard, Highover Trail and Manchester Drive. c. Revise the location of the downstream sanitary sewer from MH -15 so it goes between Lots 4 and 5 versus Lots 5 and 6, Block 1. d. Show all utility and storm ponds easements. e. Sanitary service must be 6 -inch PVC and water service I -inch copper type K. f. The watermain must be looped through to Manchester Drive versus Galpm Boulevard. 53. Staff is recommending that a raw water transmission main be extended through the site for future connection to the City's second water treatment plant. The construction cost for the raw watermain will be paid by the City from the water portion of the Utility Fund. The developer will be required to provide public drainage and utility easements over the transmission main and to install the pipe as a part of the utility construction. 54. Since the applicant is now proposing more units (39) than what the property has been assessed for, the additional 38 units (39-1=38) will be charged a sanitary sewer and watermain lateral connection charge. These charges are due at the time of final plat recording. 55. As with past developments that access off of Galpin Boulevard, a right -tum lane into the site will be required to be constructed. The tum lane must meet Carver County design requirements. 56. A 10 -foot clear space must be maintained around fire hydrants, i.e. street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, Cable TV and transformer boxes. This is to ensure that hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. 57. Two additional fire hydrants are required. 58. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. 59. Temporary street signs shall be installed on each street intersection when construction of the new roadway allows passage by vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. 60. No burning permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 61. Submit street names to Chanhassen Building Official and Chanhassen Fire Marshal for review and approval. 62. Create a Lot 1, Block 4, on the eastern portion of Outlot A, east of wetland E. 63. The private street driveway shall be as shown on the Lot 11 & 12 detail plan dated 5/09/05." 0 C. "The front yard variance for Block 2 and denied the bluff setback variances based on the findings of fact attached to the staff report." D. "The wetland alteration permit to fill and alter wetlands on site subject to the following conditions: 1. The wetland alteration permit is contingent on final plat approval for Lake Harrison. 2. A wetland delineation report illustrating wetland type, boundary and vegetation shall be submitted prior to final plat approval. 3. The applicant shall submit a Wetland Conservation Act (WCA) application illustrating two alternatives that demonstrate proposed plans were sequenced in the following order of decreasing preference: 1) Avoidance of wetland impact, 2) Minimization of wetland impacts, 3) Rectification of wetland impacts and 4) Mitigation of wetland impacts. The applicant shall not impact basins A, G and F until it is demonstrated that these impacts have met the above sequencing requirements. Wetland replacement shall occur in a manner consistent with the Minnesota Wetland Conservation Act (MR 8420). The plans shall show fixed photo monitoring points for the replacement wetlands. A five-year wetland replacement monitoring plan shall be submitted yearly beginning one growing season after the wetland is created. The applicant shall provide proof of recording a Declaration of Restrictions and Covenants for Replacement Wetland. The applicant shall secure City approval of a wetland replacement plan prior to any wetland impacts occurring. 4. All impacts, including the filling of wetlands and conversion of wetlands into storm water pond, shall be mitigated with the proposed project. The applicant shall demonstrate and document how replacement will be satisfied to ensure the 2:1 replacement ratio for all impacted wetlands. 5. A wetland buffer with a minimum width of 20 feet shall be maintained around Wetlands A, B, C, E, F, G and H. A wetland buffer with a minimum width of 16.5 feet shall be maintained around Wetland D and any wetland mitigation areas. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff before construction begins and shall pay the City $20 per sign. 6. Building setbacks of 40 feet from the wetland buffer strips shall be maintained for all proposed building pads. Lot 3, Block 3 and Lot 11, Block 3 shall be revised to meet building setback requirements. Lots 11-15 Block 3 and Lot 10 Block 2 shall be revised to incorporate all of wetland B into Outlot C. 0 0 8. Drainage and utility easements shall be provided over all existing wetlands, wetland mitigation areas, buffer areas used as PVC and storm water ponds. 9. Erosion and sediment controls shall be installed for the planned sanitary sewer crossing for Wetland A area. Silt fence, mulch and wetland seed shall be used for restoration. All 3:1 slopes shall be covered with category 3 erosion blanket. 10. Chanhassen type 2 heavy duty silt fence with straw/hay bale re -enforcement shall be provided for all silt fences adjacent to wetland and creek areas. Chanhassen type 1 silt fence shall be installed at the OHW elevation of storm water basins following permanent outlet installation. 11. Silt fence shall be installed between wetland impact areas and the remaining wetland. 12. Construction phasing of the road shall be provided for the wetland/creek crossing. Due to potential concentrated flows, a creek crossing plan shall be developed and outlined in the SWPPP. A detail shall also be provided. Stabilization of the crossing area shall be provided within 24 hours following temporary or final grade. The silt fence shall be wrapped up and around the culvert leaving the wetted perimeter free of silt fence. Soil shall be prevented from entering the waters of the state. 13. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Permit), Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. GAPLAN\2005 Planning Cau \05-14 Lake Hanima (Petntorn (final Plat final Plat Memo to Staff 0 0 Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc, with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Greenwood Design Build, LLC Address: 5555 West 78th Street, Suite L City/State/Zip: Edina, MN 55439 Contact: Scott L.oehrer Phone: (612) 840-4306 Cell: (612) 840-4306 Fax: (952) 513-4641 Date: —/— [C, PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc, with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Signature: This application must be completed to full and must be accompanled by al ration and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist andconfer with the Planning Der artment to determine the soec�r; ordinance and aodlica* DrDrndivaL __. _. _ _— requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Contact: Address: Phone: Name: Scott & Greer Hussey Contact: L `� Email: Address: 6900 Lake Harrison Circle Phone: tate/Zip: Chanhassen, MN 55317 625 Cell: Lv 1 2 Lq , �j R Email: Email ) j L r�lJi -u/yrtil ( -Ui(Yl Fax: ❑ Mailed Paper Copy Signature: This application must be completed to full and must be accompanled by al ration and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist andconfer with the Planning Der artment to determine the soec�r; ordinance and aodlica* DrDrndivaL __. _. _ _— requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Section 4: Notification Who should receive copies of staff reports? information *Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: 0 Applicant Via: ❑ Engineer Email ❑ Mailed Paper Copy Address: Via: ❑ Other' ❑ Email ❑ Mailed Paper Copy City/State/Zip: Via: ❑ Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Compete all necessary for fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and paymenL SUBMIT FORM to send a copy to the city for processing (required), digital SAVE FORM Ptarrr FORM SUBMIT FORM COMMUNITY DEVELOPMENT DEPARTMENT Planning Division – 7700 Market Boulevard CITY OF CWHASSEN Mailing Address – P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 Submittal Date: APPLICATION FOR DEVELOPMENT REVIEW PC Date: CC Date: 60 -Day Review Date: Section 1: Application Type (check all that apply) (Refer to the apprognate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment .........................$600 ❑ Minor MUSA line for failing on-site sewers ..... $100 ❑ Conditional Use Permit (CUP) ❑ Single -Family Residence ................................ $325 ❑ All Others ......................................................... $425 ❑ Interim Use Permit (IUP) ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others ......................................................... $425 ❑ Rezoning (REZ) ❑ Planned Unit Development (PUD)..................$750 ❑ Minor Amendment to existing PUD ................. $100 ❑ All Others ......................................................... $500 ❑ Sign Plan Review...................................................$150 ❑ Site Plan Review (SPR) ❑ Administrative ..................................................$100 ❑ Commercial/Industrial Districts'......................$500 Plus $10 per 1,000 square feet of building area: L— thousand square feet) Include number of exisb'na employees: Include number of new employees: ❑ Residential Districts ......................................... $500 Plus $5 per dwelling unit ( units) ❑ Notification Sign (City to install and remove) .................................. F Subdivision (SUB) ❑ Create 3 lots or less ........................................$300 ❑ Create over 3 lots .......................$600 + $15 per lot blots) ❑ Metes & Bounds (2 lots)..................................$300 ❑ Consolidate Lots..............................................$150 ❑ Lot Line Adjustment.........................................$150 Final Plat ..........................................................$700 (Includes $450 escrow for attomey costs)' Additional escrow may be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) ❑ Variance (VAR)....................................................$200 ❑ Wetland Alteration Permit (WAP) ❑ Single -Family Residence ............................... $150 ❑ All Others ....................................................... $275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment (ZOA)................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. ......... $200 ❑ Property Owners' List within 500' (city to generate after pre -application meeting)..................................................$3 per address (— addresses) ❑ Escrow for Recording Documents (check all that apply)....................................................................... $50 per document El Conditional Use Permit El Interim Use Permit ❑ Site Pian Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements( easements) `— TOTAL FEE:LalSection 2: Required Information Description of Proposal: Divide one parcel into two parcels. Property Address or Location: Parcel#: 25-4170380 6900 Lake Harrison Circle, Chanhassen, MN 55317 Legal Description: Lot 12, Block 3, Lake Harrison Second Addition Total Acreage: 2.20 Wetlands Present? E]Yes 0 No Present Zoning: Single -Family Residential District (RU Requested Zoning: Single -Family Residential District (RSFE1 Present Land Use Designation: Residential Low Dens3 Requested Land Use Designation: Residential Low Dens4a Existing Use of Property: Residential Single Family Home ❑ Check box is separate narrative is attached. 0 0 0 0 CERTIFICATE OF SURVEYPARCEL A PARCEL A, AREA =055,928 SFE CALCS. 4OR BITUMINOUS DRIVEWAY AREA FRONT AND BACK = 1,286 SF CONCRETE DRIVEWAY AND SIDEWALK AREA = 4,468 SF GREENWOOD DESIGN BUILD, LLC DECK AREA = 829 SF LOWER CONC. APRON AREA = 493 SF HOUSE AND GARAGE AREA = 6,551 SF TOTAL IMPERVIOUS SURFACE AREA = 13,627 SF 24.41 NOTE.- THESE CALCS. DO NOT INCLUDE THE SIDEWALK AROUND THE POOL THAT WILL BE REMOVED. EXISTING PROPERTY DESCRH�TION LOT 12, BLOCK 3, LAKE HARRISON, CITY OF CHANHASSEN, CARVER COUNTY, MINNESOTA. PROPOSE PROPERTY DESCRUMONS LOTS 1 AND 2, BLOCK 1, LAKE HARRISON SECOND ADDITION, CITY OF CHANHASSEN, CARVER COUNTY, MINNESOTA. NOTE: VERTICAL DIFFERENCE BETWEEN PROPOSED GARAGE FLOOR & TOP OF CURB AT CENTER OF DRIVEWAY = 7.9 PROPOSED TOP OF BLOCK ELEV. = 10183 PROPOSED GARAGE FLOOR ELEV. = 1018.0 PROPOSED BASEMENT FLOOR ELEV. = 1009.6 ADDRESS: 6900 LAKE HARRISON CIRCLE s a BENCHMARK: x• �dGi c � --- TNH (a1 MOST NORTHERLY CORNER OF LOT 12, BLOCK 3, ELEV. = 1022.75 ° \ \ SETBACK INFORMATION: FRONT =30' �76\ REAR 3' REAR / i \ S° \✓.� R=0' x \y GS \\ h \ PAR / GE 55,928 SO FT ON X '14l! XR2 00 a.,, °� -. Q'J -/ ..-. o V'FWnr \ QA T\ \\ \\\\\\\\\ \\� .' '^ : PARCEL B 1-7\\ ,\ \ \ Y3.m % `., ^ '� y 40,327 SQ FT \ \ 2 01 :-'i-- T'�TERLY CORNER OF LOT 12 \ \\ \ VAA �� d�.�7I �;orTs'7:cr; u>* .� -°• "/ �r `T, Al ALL Jv 1 /� • i-�� ..acv L. / �- n +r HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR Bohlen UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED \ _ _ =a LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. Surveying & Associates \ � � ` ss,\ 31432 Foliage Avenue 1584 Cliff Road E. T nry1 _ _ _ rygp�� "C 79o5U�3 r Northfield, MN 55057 o n Burnsville, MN 55337 DATE: 6-28-2016 .1. UI ANDS 01w a 53 .3 LAKE "E 152, O9 Phone: (507) 6457768 U ~ Phone: (952) 895-9212 THOMAS J. O'MEARA, LAND SURVEYOR s '-�1 MINNESOTA LICENSE NO. 46167 f� I 0'-291 rpe oNR ---- - - - — ------ --� email: into@bohlensurveying.com Fax: (952) 895-9259 ■ LEGEND 00000000 DENOTES BOULDER RETAINING WALL • DENOTES IRON MONUMENT FOUND O DENOTES IRON MONUMENT SET - DENOTES BUSH DENOTES EVERGREEN TREE / srx DENOTES DECIDUOUS TREE DENOTES LIGHT POLE ® DENOTES WELL ® DENOTES UTILITY BOX DENOTES BITUMINOUS SURFACE DENOTES CONCRETE SURFACE DENOTES PAVER SURFACE 4b DENOTES EXISTING CONTOUR ADDRESS: 6900 LAKE HARRISON CIRCLE s a BENCHMARK: x• �dGi c � --- TNH (a1 MOST NORTHERLY CORNER OF LOT 12, BLOCK 3, ELEV. = 1022.75 ° \ \ SETBACK INFORMATION: FRONT =30' �76\ REAR 3' REAR / i \ S° \✓.� R=0' x \y GS \\ h \ PAR / GE 55,928 SO FT ON X '14l! XR2 00 a.,, °� -. Q'J -/ ..-. o V'FWnr \ QA T\ \\ \\\\\\\\\ \\� .' '^ : PARCEL B 1-7\\ ,\ \ \ Y3.m % `., ^ '� y 40,327 SQ FT \ \ 2 01 :-'i-- T'�TERLY CORNER OF LOT 12 \ \\ \ VAA �� d�.�7I �;orTs'7:cr; u>* .� -°• "/ �r `T, Al ALL Jv 1 /� • i-�� ..acv L. / �- n +r HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR Bohlen UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED \ _ _ =a LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. Surveying & Associates \ � � ` ss,\ 31432 Foliage Avenue 1584 Cliff Road E. T nry1 _ _ _ rygp�� "C 79o5U�3 r Northfield, MN 55057 o n Burnsville, MN 55337 DATE: 6-28-2016 .1. UI ANDS 01w a 53 .3 LAKE "E 152, O9 Phone: (507) 6457768 U ~ Phone: (952) 895-9212 THOMAS J. O'MEARA, LAND SURVEYOR s '-�1 MINNESOTA LICENSE NO. 46167 f� I 0'-291 rpe oNR ---- - - - — ------ --� email: into@bohlensurveying.com Fax: (952) 895-9259 ■ CITY OF CHANHASSEN Chanhassen is a Community for Life- Providing forToday and Planning forTomorrow MEMORANDUM TO: Alyson Fauske erry Jeffery, k Littfin, Jerry Mohn, Jill Sinclair FROM: Robert Generous DATE: November 11, 2016 SUBJ: Planning Case #05-14 - FPR Lake Harrison 3'd Addition r Please review the following conditions with the attached final plat for Lake Harrison 3"d Add and respond to me no later than Thursday, December 1, 2016: B. "Preliminary plat (Subdivision) to create 40 single-family lots, four outlots and public right-of- way with of a variance for a private street and street grade, plans prepared by Westwood Professional Services, Inc. dated 03/18/05, based on the findings of fact attached to the staff report, subject to the following conditions: 1. The lot area for Lot 2, Block 1, shall be increased to a minimum of 15,000 square feet. 2. The lot frontage, for Lot 3, Block 1, must meet the 90 feet standard at the building setback line. 3. Lots 10, 11 and 12, Block 3, must be reconfigured to meet the minimum standards. 4. The lot frontage for Lot 14, Block 3, must meet the 125 minimum lot width if it is a lake shore lot. 5. Lot 12, Block 3, contains a swimming pool and shall not be platted as a separate lot until the pool is removed or the platting of the lot is concurrent with an application for a building permit for a principal dwelling on the lot. 6. Prior to final plat approval, the developer shall verify that acceptable building pads can be accommodated on all lots that have lake setbacks. If Lot 1, Block 4, is not dedicated for park purposes, then the development shall pay full park fees in force at the time of final plat approval PH 952.227.1100 • www.ci.chanhassen.mn.us • FX952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 0 0 8. Building Official Conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. c. The developer must submit a list of proposed street names for review and approval prior to final plat of the property. d. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. J e. Separate sewer and water services must be provided each lot. f. Existing wells and on-site sewage treatment systems on the site but be abandoned in accordance with State Law and City Code and the existing home must be connected to city sewer service when available. g. The swimming pool adjacent to the existing residence must be protected by a fence in accordance with City Code. h. The developer must coordinate the address change of the existing home with the construction of the development and provide access for emergency vehicles at all times. 9. A wetland delineation report illustrating wetland type, boundary and vegetation shall be s,K� •ecvBt submitted prior to final plat approval. 10. The applican 1 submit a Wetland Conservation Act (W�application illustrating two alternatives that dem trate proposed plans were segueced in the following order of ►"0m�auae . decreasing preference: 1) Avog#nce of wetland act, 2) Minimization of wetland impacts, 3) Rectification of wetland imps and 4) Mitigation of wetland impacts. The applicant shall not impact basins A, G and F it is demonstrated that these impacts have met the above sequencing requirements. Wetian lacement shall occur in a manner consistent with the Minnesota Wetland Conservation Act (M 420). The plans shall show fixed photo monitoring points for the replacement wetlands. A e -ye; plan shall be submitted yearly beginning one growing sees The applicant shall provide proof of recording a Declaratic for Replacen)ent Wetland. The applicant shall secure City plan prior to any wetland impacts occurring. wetland replacement monitoring m after the wetland is created. ,of Restrictions and Covenants of a wetland replacement 11. All impacts, including the fitthe f wetlands and conversion of wetlands into storm water pond, shall be mitigated witr sed project. The applicant shall demonstrate and mN,,nsta document how replacemente satis ensure the 2:1 replacement ratio for all impacted wetlands. cens�s+c��•..� 7rcva1�.,Sbu�1� n+lci s1,a11 i>e. n.�nie,n•d arwrcl 44 ,, wci�e� a^ 6aiti laic. 12. A wetland buffer, mmm wnunui n taint—aroundWWetland buffer areas shall be preserved, surveyed and staked in . The applicant shall install wetland buffer edge signs, under the direction of City staff before construction begins, and shall 19sy the 0 13. Building setbacks of 40 feet from the wetland buffer strips shall be maintained for all (LeAs" - proposed building pads. g setback . eq tri, mierko.— W IGMIUa . - .1 . :. . 1 . All plans shall aft%S4, illustrate Lake Harrison's OHW and a 150 foot structure setback from the OHW. �°dEnen spa�i r�ta[fd m'gement zone shall be no less than n9"M M07 wide with 15,000 squ. of lot area. All riparian lots within the shoreland management Arn ua.r zone shall be no less than 12 ide with 40,000 square feet of lot area. 17. The bluff area on the propndin preserved. All structures must maintain a 30 foot t4n setback from the bluff and no ay occur within the bluff impact zone (i.e., the bluff pt" ""s and land located within 20 et he t p of the bluff). 18. The proposed development shall main n existing runoff rates. Storm water calculations wi shall be submitted to ensure the pro sed storm water ponding is sized adequately for the ►AtuaL e proposed development. 19. Drainage and utility easements shale provided over all existing wetlands, wetland si# + NNILN mitigation areas, buffer areas us VC and storm water ponds. 20. MN DOT category 3 erosion bla near/around road crossing withir sized, shall be installed at flared base or geotextile fabric. All em and geotextile or permanent turf shall be installed for the plannq mulch and wetland seed shall e category 3 erosion bl is needed on Pond 1. nket ands shall be applied to exposed creek slopes ho of temporary/final grade. Riprap, appropriately w, end ets for energy dissipation with underlying gravel er c ver flow structures shall be stabilized with riprap r-enforc t blankets. Erosion and sediment controls sanitary sew ossin restg for Wetland A area. Silt fence, used for oratio All 3:1 slopes shall be covered with outlet meeting NPDES water quality discharge requirements 21. Following storm water inlet installation' co -type (or equal) inlet sediment controls shall Nb be installed and regularly maintained. detail for the inlet sediment controls shall be WLC&a,7_ provided. 22. Following street and utility installa 'o Chanhassen -specification Type -1 silt fence or other approved perimeter sediment co 1 shall be installed for all pP p positive slopes curbside. 23. Geotextile fabric shall be installed ur the rock to promote effectiveness and lifespan of the rock construction entrance. / \ APPS �4a.s 0 n U 24. Chanhassen type 2 heavy duty�'lt fence witlfstraw/hay bale re -enforcement shall be N provided for all silt fences adjacent to wetland and creek areas. Chanhassen type 1 silt fence shall be installed at the OHW elevation of storm water basins following permanent outlet installation. 25. The "Inlet Sediment Filter" detail altered to show a rock berm (1 '/3 -inch rock, 2 feet N A wide and 1 -foot -high along the o tde the silt fence. Only metal t -posts shall be used, not wood stakes. 26. Silt fence shall be installed between d impact areas and the remaining wetland. N R 27. All exposed soil shall have temp ary erosion protection or permanent cover year round, according tot following tabl of slopes and time frames: Type of Sloes Time (Maximum time an area can N k Steeper than 3:1 days remain open when the area 10:1 to 3:1 1 is not actively being worked.) Flatter than 10:1 21 s These areas include construct storm ater management pond side slopes, and any exposed soil areas with a positive slop to a sto water conveyance system, such as a curb and gutter system, storm sewer inlet, t porary or p anent drainage ditch or other natural or man- made systems that discharg to a surface wat . 28. Street cleaning of soil tracked onto p streets shall include daily street scraping and street N sweeping as needed. 29. All development phases shall resented in the SWPPP (clear and grubbing, mass grading, large utilities, small u i s, home building, along with any special requirement such as wetland or creek aro ine are 30. Construction phasing ophe road potential concentrated flows, a ci SWPPP. A detail shall also be P within 24 hours following tempo around the culvert leaving the w from entering the waters of the provided for the wetland/creek crossing. Due to &ikssing plan shall be developed and outlined in the led. tabilization of the crossing area shall be provided % or fin e. The silt fence shall be wrapped up and perimetar free of silt fence. Soil shall be prevented 31. At this time, the estimated total/� fee, due payable to the City at the time of final plat wK recording, is $135,285.38. 32. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Department of Health, Minnesota Pollution Control Agency (NPDES Phase Ir Construction Permit), Minnesota Department of Natural Atek__� Resources (for dewatering), Carver County, Met Council) and comply with their conditions of approval. 0 0 33. Tree preservation fence shall be installed at the edge of the grading limits prior to any construction. Fencing shall be in place and maintained until all construction is completed. In no areas shall the fencing be placed within the bluff impact zone. 34. Any trees removed in excess of proposed tree preservation plans, dated 3/18/05, will be - replaced at a ratio of 2:1 diameter inches. 35. A total of 319 trees are to be planted. The number of overstory, deciduous trees, as shown on _ landscape plans dated 3/18/05, required in the front yard of each lot are as follows: Lot, Block Number of trees required Lot 1, blk 1 5 Lot 2, blk 1 2 Lot 3, blk 1 1 Lot 4, blk 1 I Lot 5, blk 1 1 Lot 6, blk 1 2 Lot 7, blk 1 2 Lot 8, blk 1 2 Lot 9, blk I 1 Lot 10, blk 1 2 Lot 11, blkI None - existing front yard trees to be preserved Lot 12, blk 1 None - existing front yard trees to be preserved Lot 1, blk 2 4 Lot 2, blk 2 3 Lot 3, blk 2 2 Lot 4, blk 2 2 Lot 5, blk 2 3 Lot 6, blk 2 l Lot 7, blk 2 3 Lot 8, blk 2 2 Lot 9, blk 2 2 Lot 10, blk 2 7 Lot 1, blk 3 5 Lot 2, blk 3 2 Lot 3, blk 3 2 Lot 4, blk 3 3 Lot 5, blk 3 1 Lot 6, blk 3 1 Lot 7, blk 3 1 Lot 8, blk 3 2 Lot 9, blk 3 2 Lot 10, blk 3 3 Lot 11, blk 3 2 0 0 Lot, Block Number of trees required Lot 12, blk 3 3 Lot 13, blk 3 3 Lot 14, blk 3 3 Lot 15, blk 3 2 Lot 16, blk 3 1 Lot 17, blk 3 None — existing front yard trees to be preserved 36. The developer shall be responsible for planting any trees in side or rear yards as shown on the landscape plan dated 3/18/05. 37. Any private street is required to have 20 -foot wide paved streets from back -of -curb to back -of - curb, be built to a 7 -ton design, have a maximum slope of 10%, and contained within a 30 -foot wide private easement. At the completion of the project, the developer will be required to — submit inspection/soil reports certifying that the private street was built to a 7 -ton design. 38. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes and traffic control plans. The applicant should be aware that any off-site grading will require an easement from the appropriate property — owner. 39. All of the ponds are required to b��ed to National Urban Runoff Program (NURP) standards with maximum 3:1 slopes and a 10:1 bench at the NWL. At( �, ca ate- 40. Any retaining wall over 4 feet in height must be designed by a Structural Engineer registered in the State of Minnesota with an approved fence. Also, it will require a building permit from the Building Department. 41. Prior to final platting, storm sewer desi ata will Aeed to be submitted for staff review. Depending on the size of the drainage area, diti nal to basins may be required at that time. The storm sewer will have to be designed fora 0 -year, 24-hour storm event. Drainage and No, utility easements will need to be dedicated on the *al plat over the public storm drainage Rtt� faa�[ system including ponds, drainage swales, emergen � overflows, access routes for maintenance, and wetlands up to the 100 -year flood level. The min�es um easement width shall be 20 feet wide. Emergency overflows from dj,�tormwater ponds wrill also be required on the construction plans. 42. Erosion control measures and siteration must pe developed in accordance with the City's Best Management Practice HandbookH)., tall recommends that the City's Type II N p erosion control fence, which is a heavy-dutysilt fence, be used for the area adjacent to the existing wetlands. Type I silt fence shall be used in all other areas. hi addition, tree preservation fencing must be installed at the limits tree removal. Erosion control blankets are recommended for all of the steep 3:1 slopes with an el%tion change of eight feet or more. All disturbed areas, as a result of construction, must be seeded,#nd mulched or sodded immediately after grading to minimize erosion. / 0 0 43. All of the utility improvements are required to be constructed in accordance with the City s latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. V4by Th sanitary sewer and water hookup charges will be applicable for -TIm' , . Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned the Met Council and are due at the time of building permit issuance. —U ' (o f0&d 00 - 45. The applicant shall includea drain tile system behind the curbs to convey sump pump discharge NP from homes not adjacent toiponds. 46. All plans must be signed by a registered engineer in the State of Minnesota 47. Maximum 3:1 side slopes are allowed without the use of a retaining wall. 48. On the preliminary plat sheet show the street right-of-way for the cul-de-sacs. 49. Minimum 20 -foot wide public drainage and utility easements will be required over the sanitary sewer and watermain that is outside of the right-of-way. 50. On the grading plan: . , a. Show the benchmark. b. Add a note to remove all sting approac es. c. Show the retaining walls toteP�nd botto elevations. d. Revise the street grades to comply with the 7% maximum requirement. e. Eliminate Pond 1 and bring the drainage to Pond 2. N f. The proposed grading for Lots 4-6, Block 3 needs to be revised to prevent the garage elevation of Lot 4 from being lowerIanthe street. g. The garage elevations of Lots 5 and d to be at least 1.5 feet higher than the emergency overflow for the street. h. Install a culvert under the proposed snnection at Galpin Boulevard. i. Show the 1036 contourground the housepad of Lot 2, Block 1. j. Show the proposed storm sewer on the plan. 51. Label the existing and proposmreetnames on all plan sheets. t� 52. On the utility plan: a Revise the note to say 'All storm pipe shall be Class 5...". �� F4, 0 0 b. Show all existing utilities, pipe type and manhole rim/inverts within Lake Lucy Road, Galpin Boulevard, Highover Trail and Manchester Drive. c. Revise the location of the downstream sanitary sewer from MH -15 so it goes between Lots 4 and 5 versus Lots 5 and 6, Block 1. — d. Show all utility and storm ponds easements. e. Sanitary service must be 6 -inch PVC and water service 1 -inch copper type K. f. The watermain must be looped through to Manchester Drive versus Galpin Boulevard. 53. Staff is recommending that a raw water transmission main be extended through the site for future connection to the City's second water treatment plant. The construction cost for the raw _ watermain will be paid by the City from the water portion of the Utility Fund. The developer will be required to provide public drainage and utility easements over the transmission main and to install the pipe as a part of the utility construction. 54. Since the applicant is now proposing more units (39) than what the property has been assessed for, the additional 38 units (39-1=38) will be charged a sanitary sewer and watermain lateral connection charge. These charges are due at the time of final plat recording. 55. As with past developments that access off of Galpin Boulevard, a right -tum lane into the site will be required to be constructed. The tum lane must meet Carver County design requirements. — 56. A 10 -foot clear space must be maintained around fire hydrants, i.e. street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, Cable TV and transformer boxes. This is to ensure that hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. 57. Two additional fire hydrants are required. 58. Fire apparatus access roads and water supply for fire protection is required to be installed. Such _ protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. 59. Temporary street signs shall be installed on each street intersection when construction of the — new roadway allows passage by vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. 60. No burning permits will be issued for trees to be removed. Trees and shrubs must either be — removed from site or chipped. 61. Submit street names to Chanhassen Building Official and Chanhassen Fire Marshal for review and approval. 62. Create a Lot ), -f em po ionrh of Outlot A, east of wetland E.63. The private str as shown on the Lot 11 & 12 detail plan dated 5/09/05." — C. "The front yard variance for Block 2 and denied the bluff setback variances based on the findings of fact attached to the staff report." D. "Theetland alteration permit to fill and alter wetl ds on site subject to the following conditions: 1. The wetlan alteration permit is contingent on al plat approval for Lake Harrison. 2. A wetland deli tion report illustrating wet and type, boundary and vegetation shall be submitted prior t final plat approval. 3. The applicant shall s mit a Wetland Conservation Act (WCA) application illustrating two alternatives that demonstrate proposed p ans were sequenced in the following order of decreasing preference: 1) Avoidance of etland impact, 2) Minimization of wetland impacts, 3) Rectification of wetland impacts an 4) Mitigation of wetland impacts. The applicant shall not impact basins A, G,and F 1 it is demonstrated that these impacts have met the above sequencing requirements. We4and replacement shall occur in a manner consistent with the Minnesota Wetland Conservation Act (MR 8420). The plans shall show fixed photo monitoring points for the replacement wetlands. A five-year wetland replacement monitoring plan shall be submitted yearlyIbe g one growing season after the wetland is created. The applicant shall provide prrecording a Declaration of Restrictions and Covenants for Replacement Wetland. Tpl t shall secure City approval of a wetland replacement plan prior to any wetland imp ' g. 4. All impacts, including the Tling of wet ds and conversion of wetlands into storm water pond, shall be mitigated w' the propos project. The applicant shall demonstrate and document how replacem twill be satisfi to ensure the 2:1 replacement ratio for all impacted wetlands. S. A wetland buffer wi a minimum width of 2!eet shall be maintained around Wetlands A, B, C, E, F, G and H. A wetland buffer with a minimum width of 16.5 feet shall be maintained around etland D and any wetland mitigation areas. Wetland buffer areas shall be preserved, sury yed and staked in accordance th the City's wetland ordinance. The applicant shall ' tall wetland buffer edge signs, u er the direction of City staff before construction be and shall pay the City $20 per sign. . 6. Building setbacks of 40 feet from the wetland buffer s�ps shall be maintained for all proposed bud ding pads. Lot 3, Block 3 and Lot 11, BI k 3 shall be revised to meet building setback requirements. 7. Lots 11-15 Block 3 and Lot 10 Block 2 shall be revised t�incorporate all of wetland B into Outlot C. N►- M� 8. Drainage and utility easements shall be provided over all existing wetlands, wetland mitigation areas, buffer areas used as PVC and storm water ponds. 9. Erosion and sediment controls shall be in for the planned sanitary sewer crossing for Wetland A area. Silt fence, mulch and wetVpd seed shall be used for restoration. All 3:1 a" slopes shall be covered with category 3 ion blanket. 10. Chanhassen type 2 heavy duty silt fence 'th traw/hay bale re -enforcement shall be provided for all silt fences adjacent to wetl d and creek areas. Chanhassen type 1 silt fence shall be installed at the OW elevation o Hf o water basins following permanent outlet installation. 11. Silt fence shall be installed between wetland 12. Construction phasing of the road shall be potential concentrated flows, a creek crus SWPPP. A detail shall also be provided. within 24 hours following temporary or f around the culvert leaving the wetted peri from entering the waters of the state. areas and the remaining wetland. V� ided for the wetland/creek crossing. Due to plan shall be developed and outlined in the 14 )ilization of the crossing area shall be provided Oade. The silt fence shall be wrapped up and .r free of silt fence. Soil shall be prevented 13. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Permit), Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. GAPLAN12005 Planning Casm\05-14 Lake Harrison (Pemtom)\Final Plat Final Plat Memo to Staff