CC Staff Report 01-28-20130
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: January 28, 2013 y ,� "
SUBJ: Wynsong Final Plat O xe i
Planning Case #2012 -16
1a-1
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
v �
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 Todayand Planning for Tomorrow
Todd Gerhardt
Wynsong Addition Final Plat — Planning Case 2012 -19
January 28, 2013
Page 2 of 14
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IMOMM LAM 1
amen A
WYNSONG
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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.
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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 14
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OVTLOT A
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 14
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 14
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:
1. 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.
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
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:
1. 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 14
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 14
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.
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.
*This condition still applies.
Todd Gerhardt
Wynsong Addition Final Plat — Planning Case 2012 -19
January 28, 2013
Page 8 of 14
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.
Water Resources Specialist Conditions:
Surface Water Drainage and Treatment
Todd Gerhardt
Wynsong Addition Final Plat — Planning Case 2012 -19
January 28, 2013
Page 9 of 14
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
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.
*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.
Todd Gerhardt
Wynsong Addition Final Plat — Planning Case 2012 -19
January 28, 2013
Page 10 of 14
*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.
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
Todd Gerhardt
Wynsong Addition Final Plat — Planning Case 2012 -19
January 28, 2013
Page 11 of 14
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
8. 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.
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.
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.
Todd Gerhardt
Wynsong Addition Final Plat — Planning Case 2012 -19
January 28, 2013
Page 12 of 14
Enizineeriniz 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.
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.
Todd Gerhardt
Wynsong Addition Final Plat — Planning Case 2012 -19
January 28, 2013
Page 13 of 14
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
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.
Natural Resource Protection
1. 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.
Todd Gerhardt
Wynsong Addition Final Plat — Planning Case 2012 -19
January 28, 2013
Page 14 of 14
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.
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
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Street Easement Exhibit
------------------- — — — — — — — — — — — — — — — — — — — — — — — —
IA /� /A ^nA
V V ( V V J
7
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7
L
P"LP06m SIAEET EA.YL["T•
A prp•taa sesw•at br str st pp— —..4w. an• mroa IMf pad( m Lob 1,
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Murat d Abed or bft—
e+ot�.ta9 m to spra•pt eam. el tap trot m aei• wtststsw: d,anas an an
aaaof s ass s Apte . e Nor atesMr Cart, oloty h Fmt
•s• m aN W i oonft o artmas m la0. 5 0 A land, 7! a•prpr SS
miwfa M rrma 111.4 a as m a.9D /ssh d,aao 9Jle Npt Narlaw•My
non:el t'� f avw tam
ca• to the Abrd, m
hoWng a cR,s of Mad rpt and o
dMprour 76 miwtos 32 saM4a Mono MmM 39 Maees 79
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40 0 M tb 170
S.M. 1 b
/ / I
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c ,
I
l f
I I
I < /
v ,
l I I
I
•
denotes iron monument found
denotes iron i set
p orrolasu
and marked as shown:
Street Easement Exhibit
on Lots 1, 2, 3, and �, t3 /OCk f,
-' - -- -'
•
Galpin
Blvd.
Partners
I hereby Certify that this survey,
Won. or "" wm "'oral by me
a ' °� zl �nsed L a n d ° °°
that I am o dory Lieenred ton0
Surveyor the laws the
WWW.a16DB880C181B9.GlOrr1
9M
RQV,sed:
e
orm+eoe:
denotes
WYNStNYC, Carver County
under of
StoleAf 4innes to.
✓/ //
Shast
(763)682.0727
No.
Dote:
Drawn By:
Scale:
Checked By:
O
soil
p r boring
denotes percolation test hole
dlinnesoto
12/17/12
M.L.H.
1" = 40'
P.E.O.
1 / # �� tC
SSOCIATES FBC(783882�522
1 - 12 - 0191
vow t:. ato
Data•. � /� Liesnas / 40062
Engbteets 6 Lend 8urteyvrs, IM
Preservation Easement Exhibit
j Mae lhB of Lot 1. --NW — of Lot 4
1 i Oboe t Wmaw 1 / sash 1. entisa C
L-' I S/D43Y4T 1 11.48 -.•� 7r•- SDDMO."4 E /5670
PROPOSED PRESERVI 77Op/ £ASEA/ENT B
AWA - 368DS78 Sr
7
Nor9, MB of Lot A
Gook 1. enwSQVC
�r
L /
SE owner of Lot .L.
/ PROPOSED PRESERVAWN EASEMENT A �sfoak 1, WYAISOW
AREA - 1484403 W \
— — — — — — — — — — — — L — — — — — — — —
PROPOSED PRESERVAIM s4anwv A
A PnWtuo f+rBOwletkP oawneat ow, und.,, and avow that part of Lot 4 Slack 1,
W/MSQwL Csler cwnrx YHwota aoar*Ip .the noaNed plat thereof davew
faro or
t the Swthedet Corn of Bald Lot 4- thoom an an ase-ed PoorI9
Of
ON North a AApsa K a hut. 14 a—d. IMO uAw fha Mww.y Sous lM of Bead Lot
tibia of 11.87 fief to the point of begkvWW W- NaM so
j / 4 4 +ecmdB MMt alanp Bald Sou. Ma a abrmcv of 17(.78
Are( Qma Swm dBgrew Js miwta 56 sam* &.4 o At— of 14118
Mt ro tM point w kBVL'BI nb"e !J eeaan* Eat o dirt— of 11475
PROPOSED PRESMAIM CASSIA? s:
A PAVOW GrwrrPtkn eawn"nt ow, ands, aW own Mot pert of to& I and 4.
Slosh 1, WWrSONf Corw C-fy, Mkn-ta aaoordhq to fM rav*d Prot th—f
deBorbd a f06-
9s9Mip t the Norfheelt Ow„r of sold Lot k Ih an m onWned peprhq of
Swfh BD dyYr 4J mhutM 14 —do East. Aranpp the North lb oI : !q7 4. o
&erona of 15879 Mb rhenee Seufh ?/ dq f» mist. 4J Beam* Mbt e
dbtanbe of Sit 49 Aw thBna South QS &eases 35 m9wfa /D Petal* Eat a
.W— of 1945 bt: 0- Swfh t8 dqr 19 mk d- 19 —V NW o
detma Of 31 f9 fiat thence North 70 dprwe 49 ,nhutr SO Beam* MIA o
&0— of 195M ML thence'dart, 45 dKMe 36 mkwrn M second, Wort o
d"tonce of 78.06 Ant to the North die of odd lot 1. thence Sou. M *7688 43
.4.1 . / E-1, d-9 Bold North /ML b &0— of 111.49 test fa the
A
b 9 b ep in
Sadr 1 - 40
I
r
I / r
/
/
/ lr�
`I
r
/ /
r
F � I
271.78 I
South /ho of Lot 4
Slode 1. 0 N8DWY4
r
I
/
/
• denotes iron monument found Preservation Easement Exhibit " � t hereby certify that the survey, Revised:
e plan, or report was prepared Dy erns www..oRoessocistes.cm
denotes iron D set o Galpin Blvd. Partners su "ry dire [=a o 9We
isron and
O P p orreausa on Lots 1, 3, and 4, Bl ock 1, that I am a duly Ucensed Land stDiNs/all Sbeet
and marked as shown: su under the taws of the Buftb, MN 55313
WYNSONC, Carver County, state °�J uin
6 denotes soil boring Y ° Drown By Scots: Checked By: I! /// (7 63 )W -4727
3W fob No.
G denotes percolation test hole Minnesota 12/17/12 M.L.H. 1" = 40' P.E.O. Paal E OttoC� SSOCIATES n
Date: �-2-2/ /- License / 40062 Eflgkresfs $ Lend Sur"Wes, kfc. 1 -12 -0191
0
WYNSONG
�+ 1
HARRISON LAKE
OUTLOT A
2 ^
VICINITY MAP A CRES I 5-,H SECTION f0, TONNSHIP 116, RANGE 2J, CARYER COUNTY, MINNESOTA
I ,
R NARY IX , ,Alm 111E LORIRAC7ai SRAIl YDtlfY
RIE Loc m a — u"oFRSRaRm uR117
ovm C
i"M ax ARG e11-A5 -0
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t. RE NOS flN1pN d' YNRk50TA IXPMIYENT or iRN1�pITA119R
'S1AN9/Nm SPEC6ICAMIRS FM CCRSIRUC '
Y1M 1 ES CARIXd A710X a YFAWSOU (mow) srAROAw
1 ax Di CRANRASQM S7AI m SFECS v— ! OETAl PIAIES
b /
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DESCRIP77ON
fg4£R SHEET
I
N7
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S7ORM WATER POLLU17ON PREAW77ON PUN
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1 ax Di CRANRASQM S7AI m SFECS v— ! OETAl PIAIES
INDEX
DESCRIP77ON
fg4£R SHEET
SANITARY SEWER R WAI MAIN - WYNSOVC LANE
N7
MA 7E 57REET h STORM SEWER - WYNSONG LANE
TREE PRMRVA77OV PLAN
GRADING PLAN
S7ORM WATER POLLU17ON PREAW77ON PUN
..
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A KRNSS $LLC
P.O. BOX 216
CHANHASSEN, MN 55JI7
PROEC7 NR
COVER SHEET 2 -12 -0191
D. 1 OF 9 SHEETS (- 12112
1
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SHALL RE TERYMATED AT ALL NYDAANT WM W n.ANDS
2 ALL Y SANITARY SEWER SHALL BE SOR CS
C. SANITARY SERWCES $HALL BE S PVC SDR 20 a SHALL BE
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3. ALL NWRAxT IEADB SHAD SE 0 w CIASS 52
6. CDIiNACICR $MALL INSTALL HYCRANT EAIENSNINS
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N
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THE UN'S OF E 9f RE Df MNx6oiA
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DW° 2/Iy/ z Ero W.Ae AN ° " 0° " ° " CHANHASSEN MN ISHEET NO 2 OF 9 SHEETS "' 12/12/12
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�� `� C HANHASSEN,MN ISHEET NO. 3 OF 9 SHEETS 1 12/12
~~
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LEGEND
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