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1f-1. Wynsong Final Plat0 0 CITY OF CHANHASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952 227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: February 11, 2013 SUBJ: Wynsong Final Plat Planning Case #2012 -16 JL_-jLi)) PROPOSED MOTION City Council approves the final plat for Wynsong Addition creating four lots subject to the conditions of this staff report. City Council approval requires a majority of City Council present. PROPOSAL SUMMARY The developer is requesting final plat approval for the property located at 7042 Galpin Boulevard to subdivide 9.37 acres into four lots. Access follows the existing driveway alignment. A hammerhead turnaround will be provided at the end of the private street. The existing home will remain. BACKGROUND S f o M ,s On November 13, 2012, the Chanhassen City Council approved the preliminary plat creating four lots with a variance for the use of a private street as well as vacating existing drainage and utility easements granted with the Song and Longacres developments. SUBDIVISION REVIEW The developer is proposing a four -lot subdivision of the property, which will permit the construction of three new homes. The existing house will remain. Access to the site will be via a private street. Wooded area of the property will be preserved via dedication of preservation easements. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Todd Gerhardt Wynsong Addition Final Plat — Planning Case 2012 -19 February 11, 2013 Page 2 of 15 WYNSONG ..-._— I —maw • \ �� + w�'�, � I 1 f e 1 1 FINAL PLAT The final plat must be modified to show the existing easements and the scale of the drawing. ACCESS Access to the proposed development will be from the existing driveway location on Galpin Boulevard. The developer proposes to construct a 20 -foot wide privately -owned and maintained road to serve the four lots within the subdivision. The homeowners will be responsible for the maintenance of the private street. No parking is permitted on a private street. Staff supports the proposed access due to the environmental sensitivity of the property and the expected low traffic volumes. A 60 -foot wide hammerhead turnaround is proposed at the west end of the private road. The private road must be within a 30 -foot wide easement recorded against all four properties. At the end of the project the developer must submit documentation stating that the private road meets a 7 -ton design. The first 20 feet of the driveway to Lots 2 and 3 will be graded with the site improvements. The driveway location for Lot 4 is unknown due to the large frontage to the private street, and the gentler slopes relative to Lot 3. GRADING, DRAINAGE AND EROSION CONTROL All the grading is taking place in conjunction with the private street construction and utility installation. Individual lots will be custom graded at the time of building permit review. At that time, a grading and erosion control plan shall be submitted as well as a tree removal plan for city review and approval. Todd Gerhardt Wynsong Addition Final Plat — Planning Case 2012 -19 January 28, 2013 Page 3 of 15 w � r t I';- F y,�_l'� ?_- ••' C JISI OUnOrA ��u i'�•� I 1 i C �d �7 r WETLAND PROTECTION It is believed that the applicant, at the suggestion of city staff, straightened the buffer lines in an effort to make recording and maintenance of buffers less onerous. However, the revised buffers failed to maintain the minimum buffer width as required by code. For the wetland along the western and southern boundary, which is contiguous with Lake Harrison, the minimum buffer width is 30 feet. This is also true for the isolated wetland located centrally along the northern boundary of the original parcel in the area that is now the divide between Lot 1 and Lot 4. In some cases the buffer width, when scaled, appears to be 30 feet in width but is mislabeled as 25 feet. In other cases, the buffer width is as narrow as 18 feet. These discrepancies will need to be rectified and the plat modified to accommodate these changes and must show the placement of wetland buffer monuments. The Stormwater Pollution Prevention Plan, or other appropriate sheet within the plan set, needs to clearly demarcate planting areas by seed mix. Because of the overstory conditions and the desire to preserve the native plant community in certain areas, the use of State Seed Mix 36 -211 "Woodland Edge South & West" or comparable mix is strongly encouraged in the disturbed buffer area and the disturbed areas within the preservation easement. In any case, a suitable native mix must be used in the preservation easement areas. Any release of sediment into the wetland areas as a result of construction activities would be considered a violation of the Minnesota Wetland Conservation Act. To minimize the risk of sediment entering the wetlands, sediment control BMPs must be placed at the downstream end of all culverts prior to their removal and shall remain in place until final stabilization is achieved. UTILITIES The existing home on the property is currently connected to City sewer and water. These services will be removed or abandoned with the Wynsong improvements. The developer shall work with the existing homeowner to minimize service disruption during construction. There are several sanitary sewer lines on the east side of the property. The 30 -inch Met Council interceptor sewer was installed in 1991. The lateral extending east of the interceptor is a City- Todd Gerhardt Wynsong Addition Final Plat — Planning Case 2012 -19 January 28, 2013 Page 4 of 15 owned and maintained sewer that extends north to serve the Ashling Meadows development located southeast of Galpin Boulevard and Lake Lucy Road. The lateral that extends south of the interceptor serves Northwood Court. The developer proposes to extend 8 -inch diameter public sanitary sewer from this lateral to serve the lots within this development. Based on the minimum lowest floor elevations noted on the grading plan, the proposed sanitary sewer will provide gravity service to all of the lots. The developer proposed to wet tap the existing 18 -inch diameter trunk watermain within Galpin Boulevard and extend a 6 -inch diameter public watermain to serve the lots within the proposed development. A hydrant will be installed at the end of the private road. In 1991 the property was assessed one unit of trunk sanitary sewer benefit. This sanitary sewer hook -up credit will be applied to Lot 1. Sanitary sewer hook -up fees must be paid for Lots 2, 3 and 4. As stipulated in the City Code, 30% of the sanitary sewer hook -up fees must be paid in cash with the final plat with the remaining 70% paid with the building permit at the rate in effect at that time. The portion of the sanitary sewer hookup fee to be paid with the final plat is as follows: $651 /unit x 3 units = $1,953 The property is not subject to the Lake Ann Interceptor or sub -trunk fees. In 1992 the trunk watermain benefit was assessed for the ultimate development condition of the property; therefore, no water hook -up charges are due with this plat. The existing 12 -inch drain tile and the proposed 4 -inch drain tiles shall be privately owned and maintained. The developer will coordinate with the installation of electric, gas, telephone (land line service, not voice over internet protocol) and cable television to serve the development. Should the gas service to the existing home be relocated with this project, the existing service via Lake Harrison Circle must be cut according to CenterPoint Energy's requirements. RETAINING WALLS A retaining wall is proposed on the north side of the private drive near the wetland on Lots 1 and 4. The top and bottom of wall elevations must be shown on the plan. The maximum height of the wall is proposed to be two feet. Staff will work with the developer's engineer to either realign the wall so that it lies entirely on one property, or draft an encroachment agreement for the wall, which would be recorded against both properties. Todd Gerhardt Wynsong Addition Final Plat — Planning Case 2012 -19 January 28, 2013 Page 5 of 15 COMPLIANCE TABLE REVIEW CONDITIONS OF APPROVAL The preliminary plat for Wynsong Addition creating four lots plans prepared by Otto Associates dated 09/10/12, with a variance for the use of a private street, subject to the following conditions: Building Conditions: The developer's proposed street name, Wynsong Lane, is acceptable and shall be shown on the final plat of the property. *This condition has been met. Since this is a private street, the name does not actually appear on the plat, but is shown as part of the final construction plans. 2. Demolition permits must be obtained before demolishing any structures on the site. *This condition still applies. Lot Area Wetland Street Net Lot Width (ft.) Depth Notes (sq. ft.) (sq. ft.) Easement Area (sq. ft. ) (sq. ft. Code 15,000 15,000 100 non- 125 Setbacks: non- non- riparian, 125 front/rear 30 riparian, riparian, riparian ft., side 10 ft., 40,000 40,000 Shoreland 150 riparian riparian ft., wetland buffer 30 ft. Lot 1 72,986 4,150 401 68,435 125 668 Riparian lot (1.68 ac. /1.57 ac net Lot 2 90,176 18,969 1,238 69,969 228 449 Riparian (2.07 ac. /1.61 ac. net Lot 3 56,388 553 760 55,075 460 353 (1.29 ac. /1.26 ac. net Lot 4 114,614 37,153 8,349 69,112 364 516 (2.63 ac /1.59 ac. net. Outlot A 74,042 Lake Harrison (1.7 ac. Total 1 408,205 1 1 1 1 1 9.37 acres REVIEW CONDITIONS OF APPROVAL The preliminary plat for Wynsong Addition creating four lots plans prepared by Otto Associates dated 09/10/12, with a variance for the use of a private street, subject to the following conditions: Building Conditions: The developer's proposed street name, Wynsong Lane, is acceptable and shall be shown on the final plat of the property. *This condition has been met. Since this is a private street, the name does not actually appear on the plat, but is shown as part of the final construction plans. 2. Demolition permits must be obtained before demolishing any structures on the site. *This condition still applies. Todd Gerhardt Wynsong Addition Final Plat — Planning Case 2012 -19 January 28, 2013 Page 6 of 15 3. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. *This condition still applies. 4. Retaining walls over four feet high require a permit and must be designed by a professional engineer. *This condition still applies. 5. Each lot must be provided with separate sewer and water services. *This condition has been met. Engineering Conditions: 1. The private road must be within a 30 foot wide easement recorded against all four properties. *This condition still applies. 2. At the end of the project the developer must submit documentation stating that the private road meets a 7 -ton design. * This condition still applies. 3. The developer shall work with the existing homeowner to minimize service disruption during construction. *This condition still applies. 4. Lot 1 has paid the sanitary sewer hook -up charge. *This condition still applies. S. The sanitary sewer hook -up fees for Lots 2, 3 and 4 will be collected as set forth in the City Code at the rate in effect at the time. *This condition has been modified as follows: As stipulated in the City Code, 30% of the sanitary sewer hook -up fees must be paid in cash with the final plat with the remaining 70% paid with the building permit at the rate in effect at that time. The portion of the sanitary sewer hookup fee to be paid with the final plat is $651 /unit x 3 units = $1,953. 6. No water hook -up charges are due with this plat. *This condition still applies. Todd Gerhardt Wynsong Addition Final Plat — Planning Case 2012 -19 January 28, 2013 Page 7 of 15 7. The existing 12 -inch drain tile and the proposed 4 -inch drain tiles shall be privately owned and maintained. *This condition still applies. 8. Should the gas service to the existing home be relocated with this project, the existing service via Lake Harrison Circle must be cut according to CenterPoint Energy's requirements. *This condition still applies. 9. Staff will work with the developer's engineer to either realign the wall so that it lies entirely on one property, or draft an encroachment agreement for the wall, which would be recorded against both properties. *This condition still applies Based on review of the final plat documents, staff recommends the following additional conditions of approval: 1. The final plat must be modified to show the existing easements and the scale of the drawing. 2. The property is not subject to the Lake Ann Interceptor or sub -trunk fees. 3. The developer will coordinate with the installation of electric, gas, telephone (land line service, not voice over internet protocol) and cable television to serve the development. 4. A street light is required at the private street's intersection at Galpin Boulevard. Environmental Resource Specialist Conditions: 1. The applicant shall custom grade lots and work with staff to try to preserve any of the following trees currently proposed for removal: Lot 2: #78, #86, #97, #70 Lot 3: #49, #59, #63, #64, #66 Lot 4: #133, #134, #137, #138, #142, #143 *This condition still applies. 2. Prior to grading, each lot shall install tree protection fencing at the edge of grading limits. *This condition still applies. 3. Building permit surveys for each lot shall be required to show all inventoried trees within the grading limits and 10 feet beyond and their removal or preservation status. Tree removal for each lot shall be approved by the city. Todd Gerhardt Wynsong Addition Final Plat — Planning Case 2012 -19 January 28, 2013 Page 8 of 15 *This condition still applies. 4. The applicant shall work with staff to develop preservation easements to preserve existing wooded areas on Lots 1, 3 and 4. *This condition shall be modified as follows: Preservation easements shall be required to preserve existing wooded areas on Lots 1, 3 and 4. Easements must be recorded prior to the issuance of any building permits and be shown on the building permit survey. Fire Marshal Conditions: 1. A three- (3) foot clear space shall be maintained around the circumference of the fire hydrant per MSFC Section 508.5.5. *This condition still applies. 2. Nothing shall be placed in a manner that would prevent or hinder operation of the fire hydrant by firefighters per MSFC Section 508.5.4. *This condition still applies. 3. A street sign shall be installed at the street intersection prior to any new home construction per MSFC Section 505.2. *This condition still applies. 4. " No Parking Fire Lane" signs shall be installed in the hammerhead turnaround. Contact Chanhassen Fire Marshal for location of signs *This condition still applies. Park & Recreation Conditions 1. The developer shall pay park dedication fees at the rate in effect at the time of final plat approval concurrent with or prior to recording the final plat in lieu of parkland dedication or donation. *This condition still applies. The park fees for 2013 are $5,800.00 per new single - family lot for a total of $17,400.00. Planning Conditions 1. Revise the front lot line of Lot 1 to meet the 125 -foot minimum lot width. *This condition has been met. Todd Gerhardt Wynsong Addition Final Plat — Planning Case 2012 -19 January 28, 2013 Page 9 of 15 Water Resources Specialist Conditions: Surface Water Drainage and Treatment 1. Alternate stormwater management techniques will be allowed for the site. The proposal is to use enhanced buffers and tree preservation for volume reduction and stormwater management. Tree preservation areas must be contained within a legally recorded preservation easement before release of the final plat. The wetland buffer must be included within a drainage and utility easement or conservation easement. *This condition shall be modified as follows: Alternate stormwater management techniques will be allowed for the site. The proposal is to use enhanced buffers and tree preservation for volume reduction and stormwater management. Tree preservation areas must be contained within a legally recorded preservation easement before release of the final plat. The wetland buffer must be included within a drainage and utility easement or preservation easement. 2. Stormwater efficacy calculations shall be based upon Carver County Rules Calculator Version 1.1 or the Minnesota MIDS Calculator Worksheet. This worksheet shall be updated to reflect the conservation easement area and must exclude any wetland within the easement. *This condition has been met. 3. The eastern limit of the preservation easement on proposed Lot 4 shall be as shown in figure 2, protecting a wooded buffer at least 50 feet in width from the eastern wetland boundary and preserving trees 133, 134, 136 and 140. *This condition has been met. Natural Resource Protection Conditions 1. All wetland buffers shall meet the requirement codified in Sections 20 -411 and 20 -412 of city code. *This condition still applies. 2. Buffers not meeting the minimum requirements for native vegetation as required by code or being considered for enhanced buffers for stormwater management will require a vegetation management plan. *This condition still applies. 3. Appropriate signage demarcating the boundary of the wetland buffer must be placed by the applicant before release of the final plat. The signage must be at any point the buffer boundary intersects with a property line, either existing or proposed, and any point of deflection greater than 10 degrees. At no point may the distance between signs be greater than 200 feet. Sign placement must be shown on a plan sheet. Todd Gerhardt Wynsong Addition Final Plat — Planning Case 2012 -19 January 28, 2013 Page 10 of 15 *This condition still applies. 4. Setbacks shall be labeled on the plan set as to if they are setbacks from the OHW of a Public Water or setbacks from a wetland buffer. *This condition has been met. 5. All tree protection fencing shall employee metal T- posts. *This condition has been met. And based on review of the plans, the following condition shall be added: The minimum buffer width on the two most westerly wetlands (the one adjacent to Lake Harrison and along the southern portion of Lot 2, and the one on the boundary of Lots 1 and 4) shall be no less tha 30 feet as required for Manage 1 wetlands. The minimum buffer width for the most easterly wetland shall b no less than 20 feet. Erosion and Sediment Control 1. All silt fences shall be machine sliced or heavy duty as defined in part 3886 of the MnDOT Standard Specifications for Construction 2005 Edition. *This condition still applies. 2. Those areas to be protected from grading, construction traffic, material stockpiling or other disturbance shall be clearly labeled on the plans and adequate protection in the form of fencing with metal T -posts shall be shown on the plans and installed prior to any earth - disturbing activities. This shall be included as part of the SWPPP. *This condition has been met. 3. Final stabilization must be shown on the grading plan. The graded areas contiguous to wetland 1 and wetland 2 must be stabilized with Method 2, 3 or 4 as defined in part 2575 of the MnDOT Standard Specifications for Construction 2005 Edition. *This condition has been met. 4. Seed mix or other method of establishing vegetation in disturbed areas shall be called out on the plan set. *This condition has been met. 5. A method of establishing native vegetation within the disturbed buffer areas shall be called out on the plans. *This condition has been met. Todd Gerhardt Wynsong Addition Final Plat — Planning Case 2012 -19 January 28, 2013 Page 11 of 15 6. Sediment control best management practices shall be specified on the plan set for both culverts draining to wetlands. Strong preference shall be given to inlet protection. *This condition shall be modified as follows: Sediment control best management practices shall be specified on the plan set for both culverts draining to wetlands. Strong preference shall be given to inlet protection. Detail of inlet protection shall be included in plan set. 7. It shall be the responsibility of the applicant to assure compliance with all other pertinent regulations and requirements, including, but not limited to NPDES permit requirements for phased development where the total disturbance associated with the common development exceeds the minimum threshold. *This condition still applies All applicable details shall be included within the plan set. The city can make these available to the applicant. *This condition still applies. Surface Water Management 1. The applicant shall provide the city with an exhibit quantifying those areas within preservation easement, wetland, and wetland buffer areas so that the fees accurately reflect the amount of developable land. *This condition has been met. 2. Based upon the information provided, SWMP fees due at Final Plat are estimated to be $33,305.60. *This condition shall be modified as follows: Based upon the information provided, SWMP fees due at Final Plat are calculated to be $34,598.19. And based upon review of the final plans, the following condition shall be added: 3. Outlot A shall be deeded to the City. RECOMMENDATION Staff recommends that the City Council approved the final plat for Wynsong, creating four lots, subject to the following conditions: Building Conditions: 1. Demolition permits must be obtained before demolishing any structures on the site. Todd Gerhardt Wynsong Addition Final Plat — Planning Case 2012 -19 January 28, 2013 Page 12 of 15 2. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 3. Retaining walls over four feet high require a permit and must be designed by a professional engineer. Engineering Conditions: 1. The private road must be within a 30 -foot wide easement recorded against all four properties. 2. At the end of the project the developer must submit documentation stating that the private road meets a 7 -ton design. 3. The developer shall work with the existing homeowner to minimize service disruption during construction. 4. Lot 1 has paid the sanitary sewer hook -up charge. 5. As stipulated in the City Code, 30% of the sanitary sewer hook -up fees must be paid in cash with the final plat with the remaining 70% paid with the building permit at the rate in effect at that time. The portion of the sanitary sewer hookup fee to be paid with the final plat is $651 /unit x 3 units = $1,953. 6. No water hook -up charges are due with this plat. 7. The existing 12- drain tile and the proposed 4 -inch drain tiles shall be privately owned and maintained. 8. Should the gas service to the existing home be relocated with this project, the existing service via Lake Harrison Circle must be cut according to CenterPoint Energy's requirements. 9. Staff will work with the developer's engineer to either realign the wall so that it lies entirely on one property, or draft an encroachment agreement for the wall, which would be recorded against both properties. 10. The final plat must be modified to show the existing easements and the scale of the drawing. 11. The property is not subject to the Lake Ann Interceptor or sub -trunk fees. 12. The developer will coordinate with the installation of electric, gas, telephone (land line service, not voice over internet protocol) and cable television to serve the development. 13. A street light is required at the private street's intersection at Galpin Boulevard. Todd Gerhardt Wynsong Addition Final Plat — Planning Case 2012 -19 January 28, 2013 Page 13 of 15 Environmental Resource Specialist Conditions: 1. The applicant shall custom grade lots and work with staff to try to preserve any of the following trees currently proposed for removal: Lot 2: #78, #86, #97, #70 Lot 3: #49, #59, #63, #64, #66 Lot 4: #133, #134, #137, #138, #142, #143 2. Prior to grading, each lot shall install tree protection fencing at the edge of grading limits. 3. Building permit surveys for each lot shall be required to show all inventoried trees within the grading limits and 10 feet beyond and their removal or preservation status. Tree removal for each lot shall be approved by the city. 4. Preservation easements shall be required to preserve existing wooded areas on Lots 1, 3 and 4. Easements must be recorded prior to the issuance of any building permits and be shown on the building permit survey. Fire Marshal Conditions: 1. A three- (3) foot clear space shall be maintained around the circumference of the fire hydrant per MSFC Section 508.5.5. 2. Nothing shall be placed in a manner that would prevent or hinder operation of the fire hydrant by firefighters per MSFC Section 508.5.4. 3. A street sign shall be installed at the street intersection prior to any new home construction per MSFC Section 505.2. 4. " No Parking Fire Lane" signs shall be installed in the hammerhead turnaround. Contact Chanhassen Fire Marshal for location of signs. Park & Recreation Conditions 1. The developer shall pay park dedication fees at the rate in effect at the time of final plat approval concurrent with or prior to recording the final plat in lieu of parkland dedication or donation. Water Resources Specialist Conditions: Surface Water Drainage and Treatment 1. Alternate stormwater management techniques will be allowed for the site. The proposal is to use enhanced buffers and tree preservation for volume reduction and stormwater management. Tree preservation areas must be contained within a legally recorded preservation easement before release of the final plat. The wetland buffer must be included Todd Gerhardt Wynsong Addition Final Plat — Planning Case 2012 -19 January 28, 2013 Page 14 of 15 within a drainage and utility easement or preservation easement. Natural Resource Protection All wetland buffers shall meet the requirement codified in Sections 20 -411 and 20 -412 of city code. 2. Buffers not meeting the minimum requirements for native vegetation as required by code or being considered for enhanced buffers for stormwater management will require a vegetation management plan. 3. Appropriate signage demarcating the boundary of the wetland buffer must be placed by the applicant before release of the final plat. The signage must be at any point the buffer boundary intersects with a property line, either existing or proposed, and any point of deflection greater than 10 degrees. At no point may the distance between signs be greater than 200 feet. Sign placement must be shown on a plan sheet. 4. The minimum buffer width on the two most westerly wetlands (the one adjacent to Lake Harrison and along the southern portion of Lot 2, and the one on the boundary of Lots 1 and 4) shall be no less than 30 feet as required for Manage 1 wetlands. The minimum buffer width for the most easterly wetland shall b no less than 20 feet. Erosion and Sediment Control 1. All silt fences shall be machine sliced or heavy duty as defined in part 3886 of the MnDOT Standard Specifications for Construction 2005 Edition. 2. Sediment control best management practices shall be specified on the plan set for both culverts draining to wetlands. Strong preference shall be given to inlet protection. Detail of inlet protection shall be included in plan set. 3. It shall be the responsibility of the applicant to assure compliance with all other pertinent regulations and requirements, including, but not limited to NPDES permit requirements for phased development where the total disturbance associated with the common development exceeds the minimum threshold. 4. All applicable details shall be included within the plan set. The city can make these available to the applicant. Surface Water Management 1. Based upon the information provided, SWMP fees due at Final Plat are calculated to be $34,598.19. 2. Outlot A shall be deeded to the City. Todd Gerhardt Wynsong Addition Final Plat — Planning Case 2012 -19 January 28, 2013 Page 15 of 15 ATTACHMENTS 1. Reduced Copy Wynsong Final Plat. 2. Reduced Copy Street Easement Exhibit. 3. Reduced Copy Preservation Easement Exhibit. 4. Reduced Copy Wynsong Cover Sheet 1 of 9. 5. Reduced Copy Sanitary Sewer and Water Plan Sheet 2 of 9. 6. Reduced Copy Private Street and Storm Sewer Plan Sheet 3 of 9. 7. Reduced Copy Tree Preservation Plan Sheet 4 of 9. 8. Reduced Copy Grading Plan Sheet 5 of 9. 9. Reduced Copy Stormwater Pollution Prevention Plan Sheet 6 of 9. gAplan\2012 planning cases\2012 -16 wynsong\final plat \staff report wynson fp.docx WYNSONG —onH LnHIl IIreV•NI I N � 4 IIIM rHr i n R•ea as " ='Ir_ F, q F: IS) 'rJ C> F, mm A VOODS AT n •'., vii? %r ✓ ✓7livrr �NI .HV � Ceinry a tN,., riole w KH•Nrq ro Nl: rer..•q °vim xrwr! arrw w lel r, rNe I. sponmr�w ,,arrx w.w.. 4NNN � w � " IN,He �Iw la w�i/ w�N>��ii Nr NO'mh r. W M Ne« ulerel4N tM b•I INM1ria LLC M [bn•e lnrrr aHHlr re M et"rtl ny M 0RM <W IaSRpL LLC l7iRRI:+v1 � raa "oo"raisr ii7i iivv✓ ni i.viv i h'_—' ii? " ✓ ✓7i'v.r . urr „n Hi .rvC::J nuurrrur I ", S � iii I b r / I � I � nJlll.iiiis I I I I r "� "uVrrJ Nr n w srx. In rww C / � U I / r• T R / •" I I I A � •` I I CJ I � I I I Cj I VICINITY MAP SICRCN Iq IOWOW IIQ. 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N, I _ •VAM ___LL w Drrv,•nl Nn ___ _. 14• {aMNH. RrarrrH N RNr PF"MR6ANDNSRY W[KRgML b,ONN rIM: II A I 1 ° II II MM rO NIMpM wItRl OIIENNraL PgCAILD, MpApptlltlRaRII.MMAY{YRL AMOLLN91"FLIM rK aRFb OrKSRrRPNPCAIm..voARpxwV l01 tNFL AJb4NNpN lIEIUI. � w" a saro mrrvt . r •rr"""liaar.•e �Hw .ri•r NHr •HNrs..r. 58CCIATEB ErWRerx61wW9nrt'a'a. Nrc 0 Street Easement Exhibit ------------------- — — — — — — — — — — — — — — — — — — — — — — — — IAA /A / ^nn VV l I V.:IJ/ V \J y 1 a7a,plra SWWF EASn "7• A papa.a ...aea,f M sHMt papas s saw. - dw, a — awf part a Lt, 1, . ad 4 As 1, WHOM Iimpafq a—ft t° Me /--W y.t N~ d—bed o. (a*— avwa y a the Zo—e .oar a M. yet a saw wmsava Maeae m m a � o / BefaKe of 5405 AW M.1 J [= WEast mfwt.. 0 ..ttnds Nb4 0 6.famw of 40 A1et- fhenev 6.S.7e ". "aM..seafy at s fa0pnfial aIM Ca,KO.. t0 "' Morn M,iep 0 —0. 023100 6.f aad o —:01 a0ab a 11 dapllM 26 mitt. 32 —da, In.— "aM 9! Kpeat M miwfar 13 Wea ds Nest. o 4%f of 217.47 Me; In,— OZ1S :" Na.MSafla/y sap . t.V t,a sure c.eaoM f0 M. sauft nabs . .,r- Of MMO� SOeM a. swM ap INarin I9 21. W N.1 . 0I A 40 0 ao ed rap saalr r � aa' / / I I I / / I I ►` I I / l l I I • denotes iron monument found denotes iron i set O Ppe ormuw and marked os shown: tree! Easement Exhibit on Cots 1, 2, 3, and 4, Block 1, Galpin Blvd. Partners r tfr ttwt ens aua.ay, t an, o plan, o r report was prepbrod by me ° °°°°` that i am o duly Licensed Land the Wp ° °° ww w.ofApeesocdek73.opm 9Wes10 /NSion Street Revised: ono.arox WYNSONC, Carver County. r Stsuever w'tar�ttQ brs of the o � Q W%W AW5W13 B denotes soil boring Date: Drown By: Scab: Checked By: 1/ / /J/a�'� C7153)=-4727 Job No. 0 denotes percolation test hole Minnesota 12/17/12 M.L.H. 1" = 40' P.E.O. 7#bC LtLd� PaA E. ato soaAr F (763)M2-3522 License /40062 E Stnstsyip/s, Ina d 1 -12 -0191 Preservation Easement Exhibit N North lhs of Lot 1. —NN cant aI Lot ,, — North ata of Lot A (' Nook 1. w"vSOIw Esook 1 I &m# /, WWSCWC SiWY4'E 111.10 — SeDYJY4T 15970 j — — — — — — — — — — 0 40 80 110 Sod* 1 40 qr \ g PROPOSED PRESERVAnav EASEMENT B 1.y ARM J1,00LAN.W � � 1 I LP L �,Jr l IAnin i ^nn iii I I I / vv SE aa-r of Lot 4—... PROPOSED PRESERVA770V EASEMENT A ,,, clock 7. M1MCW0 I I AWA IAWQJ — — — — — — — — — — — _ — _ — — — — South Bkok hs 1. of Lot NfWXT/t'M ( J PROPOSED ARESERVAIM EASQ/ENT A PROPOSED PRESERVA71f?4 EASEMENT 8, A psrpafua Pr«arafhn _t ow, -d.. and aa«a that part of Lo& / aM t, a a, A pnPaet4i prwwllarr t ~. ends, and aa that Pat of Lot , Leodt /. N7NSO14 Caw county, Mhnssal4 acaordP10 to IM —dsd pfof V.—f I t Csw Lbi»fx Eee"wt4 acrnNhD to M ranvdM Plat Naaof A Boot / daabad WonOd « k#— Fa to dw poht of bsp eayhnip at IM Nalh —t coot of saw Lot 4; th— - « -.-d b..-kV of Co� vr= t Me SwVwmt cenw of sea Lot .; V n t m m am—ed Meiq So Aft 69 dq 4J mhut« It —da E-O o/gnp tM NaN /M o/ sold Lot t, a of Naha 03 dp'a« 4J mk t« 14 wands chat .1. fM S-M the of cold Lot dbte�wa oI /58.7'0 I«1.• th«- Seutlr 11 = 03 P. Nor 4J a of MMC a I b o alWm of 11.07 hat Mhgp FAates to- X" 8Y 111— .1 1149 f«E. 8o xw South 06 mbaf« 10 ssowt* E.4 a ha t 3f kit alonC saN south AM a O"tan- of 1T.70 M /w aNnu /IOm in d'g'a" rp mbar« 1p wa-e. "'t' a A.t Saue3 dagrsw J6 mkwt.. x saowldr East, o dW - of 141.10 daoeae a mka.tr 30 src-« aeat o \ Iwf ro roa pPbt a/ Mp� gip. � �� /J ssmods fast o Art- 0 /??,173 f � Of 293-1 ft "" Noe, aw of SW Lot 1, U— SwM a 4J I I mkwhn N l, E-4 alone add Naha lh4 o dMarce of 211.49 toot ro tM Pane of boo"kq;. Requested By: • denotes iron monument found Preservation Easement Exhibit i heroby carery that this survey, Revised: o n P PraPaTad EY me wxw.fOpessocietes.00m denotes iron 1 e set Galpin Blvd. Partners th ° °�a m y a ° n LA and O PP arrof4su on Lots 1, 3, and 4, Block 1, ttwt 1 am a tlul ueanaed Land gWestO/NslonSbeet and marked as shown: orna400v surveyor under tha loos of the B uffalo, MN State MIn tor. WYNSONO, Carver County. Dote: Drawn W. Scale: Checked By: (763)662 -4727 Job No. B denotes soil boring �� Fax: (763)W D denotes percolation test hole Minnesota 12/17/12 M.L.H. le = 40' P.E.O. Poet att SSOCIATES Date: /— -- W /Z ucense 1 40062 E'n9k— B Land Sulveyrovs, ma 1 - 12 -0191 / AKE \ HARRISON' css AT c�ES sni ;Tiav VICINITY MAP SECRgI 10 701W-96P 116, RANGE 2J, CARWR COUNTY, MINNESOTA %1108 M ANY D=VAnM n1E aalTNACTQt SNALL VOIfY M Latina! a ALL aAIERORa1rA1 Un11nE5 CALL b NWr6 86aB aafA1Q COENFA SPATE ONE CALL: TWN an AnEA ear - asp -aaoz TIN TOLL T� t- loo -a52 -f 10! 1. n1E ]ODa En a' MWNE30TA SMUU EMT a TpANSPOniAllOx 'STANDAIa SVE(EICATAa1S Tai Oa151RV OE E A TA UIIIalnTME3F�1G11nON YMA:SOTA (TEAM) STANOAlO 1 QTY a' CNANHASSEN RAMDMD SAECMGTaNS ! anuL %ALES ,HE "VOOOS I A ....,..,.„ORES � 5TH / I INDEX SHEET I 77ON I COYER SHEET Z SANITARY S£lER R WA7ERMA/N - WYNSOVC LANE J PRIVATE STREET R STORM SEVER - WYNSONG LANE 4 TREE PRESERVA71ON PUN 5 GRADING PUN 6 STORM WA7ER POLLUAON PREVEN770M PUN 7 -9 DETAILS aM�Q�ralprl WYNSONG awn E«a9 GALPIN BLVD PARTNERS, LLC CHANHASSEN,MN I b I ; 1 / I I / N DEVELOPER: GALP/N &.VD PARTNERS UC AT7N: STEVE KRO/SS P.O. BOX 216 CHANNASSEN, MN 55JI7 PRO EOT COVER SHEET 2 -12 -0191 D. 1 OF 9 SHEETS 12112M WYNSONG i 2 I I - - - T LJ - - - - 1 I 1 BEYOND EDGE OF ar_ m. o�oWHS uw�ilHim: B �� i so iL MrA flE� V. RISE1t I r I I �I I I 3 1 L J o-- BR,B - - - -- - 1. i i i L � NO ES 1. w m NATERI SHALL BE C W,TH WE BtCN TTTIIMC R Mt 12 C ED NEWWCS BE CoIPATATT R SMALL BE SHALL BE BLE A W ITH L H RIPE 14 ECE IR ACER FLAN SMALL BE TED AT ALL L B SD BREAK OW fiXIGCS 2 ALL T SA SEWER SHALL BE CDR 35. 1 A LOCATED STANC SERAC NITARY ES SHALL BE 8• T R Q BMALL BE LOCATES 3 FEET DOWNSTE A Cr WATER S SR ♦. HAIFA SAN L SHALL L 1 ,' C r W M 1' CORP. S. ALL HYDRANT LEADS SHALL BE 6 DW CLAS 3 32 8. CONiRACRIR SMALL INSTALL HYpfANT FxIFNSKMS AS NECESSARY WTIERE WTI MAS BEEN LoWFAED ro ANJD CaMT.IC MT, onAx ummES. Exm,saxs SMALL BE COHSgERED INaOENTAL ro HYDRANT COST. 1, W— W,TRN =N1 R.O.W. SHAD BE woCOImA WTI C'TY uTRITY PFIMT RECNBEIENTS B. ALL VTLIIE FItY S AA1NN SHALL NAN: A uueu Qi ,8 NDtTMAL --N BETWEEN IVES. w ICE 1 - - --I ... --------- - — i _i: __ -------- J---- _--- J------ 1' _______'__1 .I .. I 1 .. I .. ... ..I . :;I I .: : .: L. .I '...I i I Ip :. I — _ ---_ I ________ - I 1 1 1 T777= r — r — I — — _ 1 1, -------- CSQ CSo. a[a® WYNSONG GALPIN BLVD PARTNERS, LLC SANITARY SEWER & I 2r12 NO -0191 WATERMAIN PLAN NO. 2 OF 9 SHEETS 112/12M \ 1 \ 975.911 pled wISUOTd�.1 '� de1M Y 1 1 0 S ex. 1 30' RCP / B San. BGWGf ° 1 O (-PP' cxaocction) ,� ° 1 1 /delineated wstlond `' I gl0 Q u 0 t MP o+ c , PVC San. / fx. 6" e ---�\\ 4>"` �� Sewer Serv�a to f9 ¢ n 7w5EA ' .F I \`� —� —P� sd9s o erv,ce '\ r —ex. 2" woocotiO) _ _ _ i (c.:rox_ � . i t /Ete�. i�kp9 �oP 999-29) i 2 I I - - - T LJ - - - - 1 I 1 BEYOND EDGE OF ar_ m. o�oWHS uw�ilHim: B �� i so iL MrA flE� V. RISE1t I r I I �I I I 3 1 L J o-- BR,B - - - -- - 1. i i i L � NO ES 1. w m NATERI SHALL BE C W,TH WE BtCN TTTIIMC R Mt 12 C ED NEWWCS BE CoIPATATT R SMALL BE SHALL BE BLE A W ITH L H RIPE 14 ECE IR ACER FLAN SMALL BE TED AT ALL L B SD BREAK OW fiXIGCS 2 ALL T SA SEWER SHALL BE CDR 35. 1 A LOCATED STANC SERAC NITARY ES SHALL BE 8• T R Q BMALL BE LOCATES 3 FEET DOWNSTE A Cr WATER S SR ♦. HAIFA SAN L SHALL L 1 ,' C r W M 1' CORP. S. ALL HYDRANT LEADS SHALL BE 6 DW CLAS 3 32 8. CONiRACRIR SMALL INSTALL HYpfANT FxIFNSKMS AS NECESSARY WTIERE WTI MAS BEEN LoWFAED ro ANJD CaMT.IC MT, onAx ummES. Exm,saxs SMALL BE COHSgERED INaOENTAL ro HYDRANT COST. 1, W— W,TRN =N1 R.O.W. SHAD BE woCOImA WTI C'TY uTRITY PFIMT RECNBEIENTS B. ALL VTLIIE FItY S AA1NN SHALL NAN: A uueu Qi ,8 NDtTMAL --N BETWEEN IVES. w ICE 1 - - --I ... --------- - — i _i: __ -------- J---- _--- J------ 1' _______'__1 .I .. I 1 .. I .. ... ..I . :;I I .: : .: L. .I '...I i I Ip :. I — _ ---_ I ________ - I 1 1 1 T777= r — r — I — — _ 1 1, -------- CSQ CSo. a[a® WYNSONG GALPIN BLVD PARTNERS, LLC SANITARY SEWER & I 2r12 NO -0191 WATERMAIN PLAN NO. 2 OF 9 SHEETS 112/12M .\1Peote4 xb � 5 1 X 0 2 t �J pY 1q 7,00119 sRE LAW std ' 2 x RT+I" TO U9RTi m st< - t.o& 0 - 30 0.00 R - 600.90 L -OA91 S. — +00 -?I j \ 3 ZI 1 w 1 ,,w � \ 1 edge o/ dalM ted t tlwd I '�._._._. ........ .� �o s :as -4er z. ' MIDE PRIVATE S '!4- o .";AT TO � L - 87.10 ,� i so6e i AI I# 1 set aoT�62 o eP � t r 1 1 r 1 r 1 z l 1 I 4, A 1 1 1 7 1 VI .- 1 1 so 1 1 1 1 1 1 � N =� Od NOR t' -td VER r - _- ___. __ _ ___ _ 7777 _______ ____ 7777___ 7777____ 7777____ - ____ - __ ________ 7777___ --- 7 77 _ _— '. 1 I _ � I T 7.7 = - t+sQ.OQ - -- 1 : I . -- it 1 1 _ 1 - _ _ tl E i:8i ? I . VW. STA .16'90.80 �j - .1 : . S � �... : \PC E � —.7 }____ .... .__1., 4 4 �' 1... I I ':: .. '" _____ _ ___ F'. I . L L 1 t __ 77 I' ... . .... [.I 77. i _-_ _ 1 1 .. . .. I .. . . .. 1 . ip i Qg ^ i . I I I � ..'I. I- r r - T7--- t t to9.aP -. p er p - I 1 14�tCPQ . .. .. " :_ - . ... ¢ Ir..' MOD 1. __ F _ F_______� : -__ �___ f{ _ WI C } ___ } __ rn _ _ __ _ ___ f E 1 : E L _ L L - ' __ L' _ L -J __ J _ .1 I I I r_T______T r- ..r--- ........r - - -_ 7 7777___ _ _ -__ ____==r 77 _ 7 77 77777___ N m . �I 1 I� p ple - � S :: ' YI& -- -I -- - - --`$ - - -- Si$ - - - - -- - I - f + l- - --- - - - -IS ------ I V N \' X 4 y - 0\ 4 OUTLOT A x , Z\ % A RETAINING WALL PROFILE xoa WYNSONG GALPIN BLVD PARTNERS, UC CHANHASSEN, MN i ll 4, 7 N MMA 1PROMM NO, GRADING PLAN 2_12-0191 0. 5 F 9 SHEETS 1 - 12(12(12 W1Y. 9016 AarrrA p fR 6 W 6aY O l"L.OT A LAKE HARRISON � SITE DISCHARGE: LAKE HARRISON \,I, �� RIXVS H _ S TAG Do DO NO 1 , D/ i > 0 - ',., iJ ♦ ` ` GO NSIAN R Mq;p�y E'er. �. LOT AREAS I TURBED♦ FOR HOME C TALL BE SODDED FOR Fl L STASIUZATI \: �.i Aw a srlRRnf ..rMr! \ • .� INSTALL 8 CY CL III RIP RAP ENERGY DISSIPATION. ♦ M 00Y1RACtOR aW1 E ROMIEIr 1OR 1M0lMr MiuEl Pf,10. a ottDt YfAlr R11ram ro MaYa frofE oRAMAE MsRD SITE DISCHARGE TO LARGE WETLAND COMPLEX. DOWNSTREAM WATER: LAKE LUCY DISTURBED BUFFER mYflMOtlOU 6 Nl MTDt i11M DCMRIINO YYR E OaaA10®N A YMNO MAT COO IDi a1S COIpROYi DIOKM M A[mNp CNNRp! 011 a O9,IIldE SHALL BE REST W DOT l M COMMIIUefOlt s4LL E RWMIE{f fp YANmWI¢ d ALL fAOaa Sg0 MIX 310 a N �R /NG' 1 .YL iT ,plCf ! 1R 1'IDMllrl Ip1E !WL E METM1m PA'! ro Axr afAO.D OtM1110L OlMOm IIMi ate xE A woNf KETAtAf calm MM A osutr d Tar Drat M asa fDINOUS Af[w YANIa9M5 auu NttuOf MIT xar p ' S ALL MRafm MFAf arLL E ESIMI N Ytlll A 1aYN d { Waf *OffOf. aarm rN YYN6f arm YrMf rA Cro lE/ /AfAb AID loam aM YM/DOT TYk 1 YIAAI E Wlm W M 1elLO,lr2 a imOlc fOEJIT TROY NTOp rul xus NL AID Isol N1ML110Y d CNMEM:Rar Mnaf R IIOIAff) (�. n I S ROR „qR fA aV °�1=' ' DO NOT D /S Ilk f C�DIS� Y ro A OO1m AEA d M ale ! urafr wtW1 AS OfoA ar1011 YYST E C6RTAfm ArD rote RRdoar 1MfOaO d. Yo rAMa Dort.. vlo s ,YWRm ax all E fiAE@0 Af EOI K IOSF N M MD CAE IAIO 11UI1 f10Arf Aflp M CgNSIIADIIa AI:R1(IY M MAT POII110R d M M INR 1D/gIA0.Y Q fnMxean Ipall d M SLT told. (rRal N urwD n ROd d161IfIL'110Y DIdI1Yt IVtACDEIT IS Ill uotD Aw wD Mfm ooEUlm M coflosn wlrrt dsutMa fArsr E INSTALL 8 CY CL III . _ (1 OM[ M Yir WMWT a rA011 RfR1L ENERGY DISSIPAT10K DNR/ °T N °*la ss RUCn C l\ S �RB�_ INSTALL & MAINTAIN INSTALL & MAINTAIN - m= ROCK CONST. ENTRI INLET PROTECTION T AM maaeY friJTlltl NDIEa 1, m1MAelMt aUll E IMMIM MM ae faua AM EnlrarRn a M ♦ M 00Y1RACtOR aW1 E ROMIEIr 1OR 1M0lMr MiuEl Pf,10. a ottDt YfAlr R11ram ro MaYa frofE oRAMAE MsRD ). M CaYIRACtm Gaul E fOVOf®r ra ATVfD DOStfD vA� aAAC1O u[ If IM MCE IIIAE t ,DYI !OI CN1firORO1 AC1M1Ea M C41MAe1R auu G11gR'f �O.Y ODlRI CJI111OL NRmiDM0. q[CTpg Afaa N IIGN RAIIALL Pelf O 66' a1 MA[ Mq 1MNGM frfiL'lla laaf aMT MOW[ CptlaelM W11rrf mYflMOtlOU 6 Nl MTDt i11M DCMRIINO YYR E OaaA10®N A YMNO MAT COO IDi a1S COIpROYi DIOKM M A[mNp CNNRp! 011 a O9,IIldE d aarYr ARD rD. aDApi t YD f WL E E1101m YtI1M N M011113 d Om01Gr. l M C6NIRACTNI arLL I1fiA11 AMD YAMAN ,lCT fl101mllfN TIIAMIOtlR CNM1101CIYIL 0. Qtlfl.Im >mOl; Aa1Ml1 AID MI{1R1C Y {Ifp. ItOA1W TAIEL fY ROYp OMMECIIOn M COIIRACINI M lifllf AWprm� d TIE ,NYT AID AYp6 ro AaE K 1161A l M COMMIIUefOlt s4LL E RWMIE{f fp YANmWI¢ d ALL fAOaa DOM 1AFM fIARID. fAlaQ AYO OFaMO110R FOIE MD Oaq Muff YYR 1 .YL iT ,plCf ! 1R 1'IDMllrl Ip1E !WL E METM1m PA'! ro Axr afAO.D OtM1110L OlMOm IIMi ate xE A woNf KETAtAf calm MM A osutr d Tar Drat M asa fDINOUS Af[w YANIa9M5 auu NttuOf MIT xar E Maim d AIDPOLY Ax0 Y9fi CNa1Y MM YRa mOfK IIlO1rOpR 1n sroYAE AID 6la�ofAt d U1. aAfafs, vMli AfD AYY 11AfAIDQN aafTAMda ' S ALL MRafm MFAf arLL E ESIMI N Ytlll A 1aYN d { Waf *OffOf. aarm rN YYN6f arm YrMf rA Cro lE/ /AfAb AID loam aM YM/DOT TYk 1 YIAAI E Wlm W M 1elLO,lr2 a imOlc fOEJIT TROY NTOp rul xus NL AID Isol N1ML110Y d CNMEM:Rar Mnaf R IIOIAff) YO1T E N mlRlalCf IYM Y II[rRAaOMa 11. onaerl Maaa O trwa AYO onlw c6YZneptlOx AD,ass weT E tfMtm (f lMl /AO[ !are AYOIMm) rRaf onaYtE Rotor. NL roam an AAEV Yusr s IOgMC ET rla Af%1YRAApr EAass N4ttM10 M ro A OO1m AEA d M ale ! urafr wtW1 AS OfoA ar1011 YYST E C6RTAfm ArD rote RRdoar 1MfOaO d. Yo rAMa Dort.. vlo s ,YWRm ax all E fiAE@0 Af EOI K IOSF N M MD CAE IAIO 11UI1 f10Arf Aflp M CgNSIIADIIa AI:R1(IY M MAT POII110R d M M INR 1D/gIA0.Y Q fnMxean Ipall d M SLT told. (rRal N urwD n ROd d161IfIL'110Y DIdI1Yt IVtACDEIT IS Ill uotD Aw wD Mfm ooEUlm M coflosn wlrrt dsutMa fArsr E NIRIq CWSW Nllrlllllella WYE OM[ M Yir WMWT a rA011 RfR1L 6 AMY OdOatrO d >LT oR V W a Ea al CMfiD SEM ER[IIf a ftwE auu E IEIOIm Afml Ga RAN AW Amclm ARTAa cram DEVELOPER GALPRI BLVD PARTNERS. LLC ATTN: STEVE IWO155 P.O. CIIANN N ASSEN, MN 06317 CONTRACM E.am MNw Mf N ma6D M 1E d YIDm W ofxc EP°" ,YMI..1Mtl.,M ta! 6fn ao MD I w A MAr uoo® fwfFSaotrL Dsam1 WYNSONG M wad sot[ d YNa9dA frwlaAYN»Mr GALPIN BLVD PARTNERS, LLC 1.1fa,1r.R NA CHANHASSEN, MN L.. D mro ,109 . LEGEND —d —d- ar,MIE - M --1lI- T■[ NmNATM11M1E CR —ft T-/000 ftm.a mnn Eafsr STORMWATER POLLUTION &12 -0191 PREVENTION PLAN (SWPPP) IT NO. 6 OF 9 SHEETS 1