2021-44 CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES,MINNESOTA
DATE: August 9, 2021 RESOLUTION NO: 2021-44
MOTION BY: McDonald SECONDED BY: Schubert
A RESOLUTION APPROVING PRELIMINARY AND FINAL PLAT
FOR EAGLE BLUFF ADDITION
CARVER COUNTY,MINNESOTA
SCHUTROP BUILDING & DEVELOPMENT CORP.
9197 EAGLE RIDGE ROAD
WHEREAS, Schutrop Building&Development Corp. and Black Cherry Development
have requested approval of a subdivision creating two single-family lots and one outlot with a
variance for the use of a private street and a variance from the private street design standards on
property in Chanhassen described in Exhibit A; and
WHEREAS,the property is guided for Residential Low Density use; and
WHEREAS,the property is zoned Single-Family Residential district, RSF; and
WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen
City Code; and
WHEREAS,the proposed subdivision adequately provides for water supply, storm
drainage,sewage disposal,streets,erosion control and all other improvements required by the city;
and
WHEREAS,the proposed subdivision is consistent with the Chanhassen Comprehensive
Plan and Zoning ordinance.
NOW,THEREFORE,BE IT RESOLVED that the Chanhassen City Council hereby
approves a preliminary and final subdivision consisting of two lots and one outlot with a
variance for the use of a private street and a variance from the private street design standards
subject to the following conditions of approval:
Building
1. A building permit must be obtain prior to beginning work at the property.
Engineering
1. A cross-access agreement between Lots 1 and 2. Block 1 shall be recorded concurrently
with the final plat.
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2. The final plat shall be updated to include a 10-foot drainage and utility easement on the
northern portion of Lot 2, Block 1 as well as abutting the 68.38-foot long property line in
the northwestern corner of the lot.
3. All existing and proposed improvements located within public drainage and utility
easements will require encroachment agreements and shall be recorded concurrently with
final plat.
4. Stormwater facilities shall be privately owned and maintained, and located outside of
public drainage and utility easements, and the final plat shall be adjusted accordingly.
5. The applicant and their Engineer shall work with City staff in amending the construction
plans to fully satisfy staff comments prior to the recording of the final plat.
6. If the sanitary service lateral is within 50 feet of the existing well, the well will be
required to be abandoned and the plans updated accordingly. All requirements set forth
by the Minnesota Department of Health regarding the abandonment of the well must be
adhered to.
7. The developer will be required to pay the following fees prior to recording of final plat:
a) Surface Water Management fee: $21,650.00
b) A portion of the water hook-up charge: $2,476.00/unit, or$4,952.00 for the two units
c) A portion of the sanitary sewer hook-up charge: $691.00/unit, or S1,382.00 for the
two units.
d) Park dedication fee: $5,800.00/unit
e) GIS fees: $100 for the plat plus $30 per parcel, or a total of$160.00
Environmental Resources
1. Tree preservation fencing shall be installed around existing trees to be saved prior to any
construction activities and remain installed until completion.
2. Bufferyard plantings to the east of the proposed home site include one overstory tree, two
ornamental trees and four shrubs, unless sufficient existing vegetation remains.
Fire
1. Private road will need to follow City of Chanhassen Code for Private Roads—including a
turnaround for emergency vehicles.
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Parks
1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be
collected at the rate in force upon final plat submission and approval.
Planning
1. The front setback for Lot 1 shall be from the point at which the lot measures 100 feet.
2. An access and maintenance agreement for the private street shall be recorded with the
plat.
Water Resources
1. The applicant shall provide to the City the approved Riley Purgatory Bluff Creek
Watershed District permit prior to issuance of building permits.
2. The applicant shall submit an updated geotechnical report with borings in the location of
the proposed infiltration basin to ensure infiltration is feasible at that basin location upon
resubmittal of construction plans.
3. The applicant shall provide a buffer along the southern edge of the infiltration basin to
minimize the amount of sediment entering and clogging the infiltration basin upon
resubmittal of construction plans.
4. The applicant shall provide evidence that Wetland 1 will remain a viable wetland with the
proposed plan that reduces hydrology to the wetland upon resubmittal of construction
plans.
5. The applicant shall amend the plans to show double row of silt fence placed at the buffer
edge of Wetland 1 instead of at the wetland edge as currently shown.
6. The applicant shall provide a SWPPP if one was created. If there is not a SWPPP, the
applicant shall amend the grading notes on Sheet 6 as appropriate.
7. The applicant shall provide the following details for the stormwater infiltration basin
upon resubmittal of construction plans:
a. The infiltration basin shall be restored with a native seed mix or other appropriate
plantings per MPCA guidelines instead of sod as proposed.
b. A defined basin overflow shall be designed instead of letting water spill over the
entire northern berm.
8. The applicant shall provide the LFE/FFE for the proposed building upon resubmittal of
construction plans to show freeboard is being met.
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9. The applicant shall provide an O&M plan and agreement for the infiltration basin and
outline the parties that will be responsible for O&M prior to issuance of building permit.
10. The applicant shall submit a wetland delineation report for Wetland 1. The plans will
need to be updated showing the approved wetland boundary and subsequent buffers
based on the delineation.
11. The applicant shall provide the SWMP fee of$21,650.00 to the City prior to the
recording of final plat.
Passed and adopted by the Chanhassen City Council this 9th day August of 2021.
ATTEST:
Akki, Mfl&NX\ &'?
Laurie Hokkanen, City Manager Elise Ryan, Mayor
YES NO ABSENT
Ryan
McDonald
Campion
Rehm
Schubert
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Exhibit A
LEGAL DESCRIPTION
Tract A:
That part of the south 732.28 feet of the north 762.28 feet of the Southwest Quarter of the
Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County,
Minnesota, lying east of the west 271.79 feet thereof and westerly of the centerline of State
Highway No. 101 EXCEPT that part thereof described as follows:
That part of the north 180 feet of the east 16.00 feet of the west 287.79 feet of the Southwest
Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver
County, Minnesota, lying south of the north 30.00 feet thereof.
Tract B:
That part of the west 271.79 feet on the north 762.28 feet of the Southwest Quarter of the
Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County, Minnesota
and that part of the North 30.00 feet of said Southwest Quarter of the Southwest Quarter, lying
east of the west 271.79 feet thereof and westerly of the centerline of the State Highway No. 101
described as:
That part of the north 330.00 feet of the east 16.00 feet of the west 271.79 feet of the Southwest
Quarter of the Southwest Quarter Section 24, Township 116 North, Range 23 West, Carver
County, Minnesota, lying south of the north 180 feet thereof
EXCEPTING from the above Tracts A and B the following:
That part of the Southwest Quarter of the Southwest Quarter of Section 24, Township 116 North,
Range 23 West, shown as Parcel 71B on Minnesota Department of Transportation Right of Way
Plat Numbered 10-19 as the same is on file and of record in the office of the County Recorder in
and for Carver County, Minnesota.
And also excepting:
That part of the South 732.28 feet of the North 762.28 feet of the Southwest Quarter of the
Southwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County,
Minnesota, lying westerly of the westerly right of way line of Trunk Highway No. 101,
Minnesota Department of Transportation Right of Way Plat no. 10-19, 10-46 and 10-47
according to the recorded plats thereof, Carver County, Minnesota,and easterly of the following
described line:
Commencing at the intersection of the South line of said North 762.28 feet and said westerly
right of way line;thence on an assumed bearing of North 89 degrees 53 minutes 00 seconds
West for a distance of 16.48 feet along said south line to the point of beginning of the line to be
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described; thence northerly 360.89 feet along a non-tangential curve, concave to the east, central
angle 23 degrees 12 minutes 25 seconds,radius 891.00 feet, chord bearing North 02 degrees 01
minutes 29 seconds West;thence North 09 degrees 34 minutes 44 seconds East 361.10 feet;
thence North 10 degrees 37 minutes 41 seconds East 18.22 feet to the North line of the South
732.28 feet of the North 762.28 feet and said line there terminating.
And also excepting:
Parcel 271B on Minnesota Department of Transportation Right of Way Plat Numbered 10-47,
Carver County, Minnesota.
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