Resolution 2007-35A Approving Final Plat
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
DATE:
June 11,2007
RESOLUTION NO:
2007-35A
MOTION BY:
Ernst
SECONDED BY:
Peterson
A RESOLUTION APPROVING A FINAL PLAT
CREA TING SOUTHWEST VILLAGE
SOUTHWEST TRANSIT
WHEREAS, SouthWest Transit has requested a subdivision of their property into two
lots and three outlots with the following areas: Lot 1 with 3.128 acres, Lot 2 with 0.955 acres,
Outlot A with 1.75 acres, Outlot B with 1.67 acres, and Outlot C with 2.5 acres; and
WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen
City Code and the SouthWest Village Development Design Standards; and
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WHEREAS, the Chanhassen Planning Commission held a public hearing on May 16,
2006, and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning
ordinance and recommended approval of the subdivision.
NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby
approves the final plat for SouthWest Village (Planning Case #06-18) for SouthWest Transit,
property legally described in the attached Exhibit A, creating Lots 1 and 2, Block 1, and Outlots
A, B, and C, SouthWest Village, as shown on the plans prepared by Sunde Land Surveying,
dated Received May 11,2007, and as amended by the City, subject to the following conditions:
1. Full park fees in lieu of parkland dedication and/or trail construction shall be collected for the
.95-acre commercial property and the housing units only as a condition of approval for
South West Village. No fees will be collected for the transportation component of the
development. The park fees shall be collected in full at the rate in force upon final plat
submission and approval.
2. The preliminary plat must be revised to include a 20-foot wide drainage and utility easement
over the storm sewer in the northern portion of the property.
3. The utility plan must show how the bus station and commercial buildings will be serviced.
4. The developer shall submit $25,000.00 with the final plat for their share of the cost to furnish
and install a traffic signal at Highway 101.
5. Each new lot is subject to the sanitary sewer and water hookup charges. These fees are
collected with the building permit and are based on the rates in effect at the time of building
permit application. The party applying for the building permit is responsible for payment of
these fees.
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6. An encroachment agreement is required for the extensive landscaping and sidewalk proposed
within the two drainage and utility easements
7. The applicant should show emergency overflow paths for storm water.
8. The Grading, Drainage and Erosion Control Plan (Sheet C-03) should be revised to include a
legend.
9. The applicant should work with the City to develop a plan that outlines storm water and snow
management related to the parking deck structure for this and future phases.
10. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All
exposed soil areas shall have temporary erosion protection or permanent cover year round,
according to the following table of slopes and time frames:
Type of Slope
Steeper than 3:1
10:1 to 3:1
Flatter than 10: 1
Time
7 days
14 days
21 days
(Maximum time an area can
remain open when the area
is not actively being worked.)
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.
11. Street cleaning of soil tracked onto public streets shall include daily street scraping and street
sweeping as needed. A rock construction entrance should be shown on the plans.
12. Curbside inlet control details are needed. Wimco-type inlet controls should be used and
installed within 24 hours of installation.
13. Typical building lot controls should be shown on the plan. These controls should include
perimeter controls (silt fence), rock driveways, street sweeping, inlet control and temporary
mulch after final grade and prior to issuing the certificates of occupancy.
14. Water Quality and Quantity Fees:
Water Quality Fees
Parcel Size (ac.) Zoning Rate Per Acre Total
Retail 0.955 Commercial $12,100 $11,556
Parking Ramp 6.292 Commercial $12,100 $76,133
Housing 2.769 High Density Residential $3,400 $9,415
TOTAL Qual $97,104
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Water Quantity Fees
Parcel Size (ac.) Zoning Rate Per Acre Total
Retail 0.955 Commercial $6,400 $6,112
Parking Ramp 6.292 Commercial $6,400 $40,269
Housing 2.769 High Density Residential $6,400 $17,722
TOTAL Quan $64,103
At this time, the estimated total SWMP fee, due payable to the City at the time of final plat
recording, is $161,207.
15. 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 Site Permit), Minnesota Department of Natural Resources (for
dewatering), Army Corps of Engineers, Minnesota Department of Transportation, Minnesota
Department of Health) and comply with their conditions of approval."
Passed and adopted by the Chanhassen City Council this 11th day of June, 2007.
YES
Tod
NO
Furlong
Ernst
Litsey
Peterson
Tjornhom
None
None
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Exhibit A
SOUTHWEST VILLAGE PLAT
All of Tract A described below:
Tract A: That part of the Southwest Quarter of the Northwest Quarter of Section 24, Township
116 North, Range 23 West, Carver County, Minnesota, described as follows: Commencing at
Right of Way Boundary Comer B27 as shown on Minnesota Department of Transportation Right
of Way Plat No. 10-17 as the same is on file and of record in the office of the County Recorder in
and for said County; thence on a bearing of South 00 degrees 06 minutes 58 seconds East along
the boundary of said plat for 701.81 feet; thence North 89 degrees 47 minutes 46 seconds West
for 163.73 feet to the point of beginning of Tract A to be described; thence continue North 89
degrees 47 minutes 46 seconds West for 417.43 feet to a point hereinafterreferred to as Point
"A"; thence North 00 degrees 01 minute 22 seconds West for 263.31 feet; thence easterly for
56.26 feet on a non-tangential curve, concave to the south, having a radius of 88.00 feet, a delta
angle of 36 degrees 37 minutes 46 seconds, and a chord bearing of North 71 degrees 42 minutes
00 seconds East; thence South 89 degrees 59 minutes 16 seconds East for 314.03 feet; thence
deflect to the right on a tangential curve, having a radius of 73.50 feet and a delta angle of 90
degrees 27 minutes 33 seconds, for 116.04 feet; thence South 00 degrees 28 minutes 17 seconds
West for 37.84 feet; thence deflect to the right on a tangential curve, having a radius of 73.50 feet
and a delta angle of 14 degrees 35 minutes 36 seconds, for 18.72 feet; thence South 15 degrees
03 minutes 54 seconds West for 31.61 feet; thence deflect to the left on a tangential curve, having
a radius of 201.00 feet and a delta angle of 11 degrees 36 minutes 31 seconds, for 40.72 feet;
thence South 03 degrees 27 minutes 23 seconds West for 81.15 feet, more or less, to the point of
beginning;
AND
All of Tract A described below:
Tract A. That part of the Southwest Quarter of the Northwest Quarter of Section 24, Township
116 North, Range 23 West, Carver County, Minnesota, described as follows: Beginning at Right
of Way Boundary Comer B27 as shown on Minnesota Department of Transportation Right of
Way Plat No. 10-17 as the same is on file and of record in the office of the County Recorder in
and for said County; thence on a bearing of South 00 degrees 06 minutes 58 seconds East along
the boundary of said plat for 701.81 feet; thence North 89 degrees 47 minutes 46 seconds West
for 163.73 feet; thence North 03 degrees 27 minutes 23 seconds East for 81.15 feet; thence
deflect to the right on a tangential curve, having a radius of 201.00 feet and a delta angle of 11
degrees 36 minutes 31 seconds, for 40.72 feet; thence North 15 degrees 03 minutes 54 seconds
East for 31.61 feet; thence deflect tothe left on a tangential curve, having a radius of73.50 feet
and a delta angle of 14 degrees 35 minutes 36 seconds, for 18.72 feet; thence North 00 degrees
28 minutes 17 seconds East for 37.84 feet; thence deflect to the left on a tangential curve, having
a radius of 73.50 feet and a delta angle of 90 degrees 27 minutes 33 seconds, for 116.04 feet;
thence North 89 degrees 59 minutes 16 seconds West for 314.03 feet; thence deflect to the left on
a tangential curve, having a radius of 88.00 feet and a delta angle of 36 degrees 37 minutes 46
seconds, for 56.26 feet; thence North 00 degrees 01 minute 22 seconds West for 479.11 feet to a
point hereinafter referred to as Point "A"; thence easterly for 151.20 feet on a non-tangential
curve, concave to the south, having a radius of 193.97 feet, a delta angle of 44 degrees 39
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minutes 43 seconds, and a chord bearing of North 88 degrees 51 minutes 10 seconds East; thence
South 58 degrees 37 minutes 05 seconds East for 14.84 feet; thence deflect to the left on a
tangential curve, having a radius of 22.00 feet and a delta angle of 31 degrees 24 minutes 19
seconds, for 12.06 feet; thence North 89 degrees 58 minutes 35 seconds East for 112.61 feet;
thence deflect to the left on a tangential curve, having a radius of 675.00 feet and a delta angle of
09 degrees 44 minutes 03 seconds, for 114.68 feet; thence North 80 degrees 14 minutes 33
seconds East for 88.69 feet to a point hereinafter referred to as Point 'B"; thence South 57
degrees 45 minutes 45 seconds East for 111.58 feet, more or less, to the point of beginning.
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