HomeMy WebLinkAboutCity Council Resolution 2011-037CITY OF PLYMOUTH
RESOLUTION No. 2011-037
A RESOLUTION APPROVING A PRELIMINARY PLAT FOR WOODCREST OF
PLYMOUTH, LLC, FOR "WOOD CREST 2ND ADDITION" FOR PROPERTY
LOCATED AT 5600 AND 5660 VICKSBURG LANE (2010094)
WHEREAS, Woodcrest of Plymouth, LLC, has requested approval of a preliminary plat
for roughly 20 acres of land presently legally described as follows:
The South Half of the Northwest Quarter of the Southwest Quarter of Section 4,
Township 118, Range 22, West of the 5"' Principal Meridian, according to the United
States Government Survey thereof and situate in Hennepin County, Minnesota.
AND
Outlot B and Lot 1, Block 4, Wood Crest of Plymouth, Hennepin County, Minnesota.
AND
Outlot B, Lot 3, Block 1, and Lot 1, Block 2, Taylor Creels, Hennepin County,
Minnesota.
WHEREAS, the Planning Commission has reviewed said request at a duly called public
hearing and recommends approval.
NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF
THE CITY OF PLYMOUTH, MINNESOTA, that it should and hereby does approve the request
by Woodcrest of Plymouth, LLC, for a preliminary plat for Wood Crest 2"a Addition, subject to
the following conditions:
1. A preliminary plat is approved for a plat containing 42 single-family lots for "Wood Crest 2"a
Addition," in accordance with the application and plans received by the city on November 23,
2010, except as may be amended by this resolution.
2. Approval of the preliminary plat is contingent upon City Council approval of the rezoning of
the site and the wetland mitigation plan.
3. Prior to impacting any wetlands, the applicant shall receive City Council approval of the
wetland replacement plan and staff approval of a grading permit.
4. Prior to issuance of a grading permit or any grading activities, the applicant shall install
and request inspection of tree preservation fencing and silt fencing.
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5. Prior to recording the final plat, the applicant shall pay the park dedication fee in lieu of
land dedication, in accordance with the dedication ordinance in effect at the time the final plat
is recorded.
6. Prior to recording the final plat, the existing strictures shall be removed from the site.
Demolition permits are required for removal of existing strictures.
7. Prior to recording the final plat, the applicant shall fulfill the requirements, submit the
required information, and revise the plans as indicated below, consistent with the applicable
city code, zoning ordinance, and engineering guidelines:
a. Assessment/ easement/ agreement/ permit requirements:
(1) Payment of watermain area charges, per the rates as identified in the development
contract (current rate amounts to $62,223.30).
(2) Payment of sanitary sewer area charges, per the rates as identified in the
development contract (current rate amounts to $16,769.40).
(3) Separate unobstructed maintenance access easements are required for the two
water quality ponds. The access must be 15 feet wide and have a slope of less than
ten percent with a 12 -foot wide driving surface capable of supporting maintenance
equipment.
(4) A 20 -foot wide drainage and utility easement is required for all public utilities that
are not located in a public street right-of-way. The exception is that a 10 -foot
wide drainage and utility easement shall be allowed in order to provide for looping
of the watermain, for a bored watermain segment that may be located within the
adjacent Hampton Hills 211d Addition.
(5) A temporary street easement is required for the temporary turn -around at the east
end of 56t11 Avenue.
(6) A ten -foot wide trail easement shall be provided along the west boundary of the
plat.
(7) Vacate the existing US West utility easement along the easterly boundary of the
site.
(8) Encroachment agreements are required where retaining walls would be located in
drainage and utility easements.
(9) Maintenance agreements are required for filtration basins.
(10) The homeowner's association documents shall address private maintenance
responsibilities for development retaining walls, filtration basins, association
common areas, and sidewalks.
(11) Indicate the locations of existing wells and septic systems.
(12) Prior to any grading, installation of utilities or constriction, the applicant shall
obtain the necessary, applicable permits and approvals as follows: MPCA,
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Minnesota Department of Health, Shingle Creek Watershed Management
Commission, NPDES, Hennepin County, and City of Plymouth.
b. Grading and erosion control plans:
(1) Identify the lowest floor elevation at a minimum of two feet above adjacent water
bodies. In addition, there must be a minimum of 18 inches of freeboard between
the lowest building opening where storm water may enter (doors or windows) and
the designated emergency overland overflow.
(2) Show how drainage would be managed around building pads on Lots 5-8 of Block
1 and Lots 7-8 of Block 4.
(3) Provide additional storage capacity in Pond 1 for fiiture expansion of Vicksburg
Lane.
(4) Clarify elevations for Pond 2 and the adjacent filtration basins. Demonstrate how
the existing filtration basin in the Taylor Creek development would fiinction if the
normal water elevation of the pond is lowered 18 inches, as proposed.
(5) Remove the existing overflow stricture for Pond 2.
(6) Provide the normal and high water level elevations of wetlands.
(7) Provide the emergency overflow elevations for the low -point catch basins, pipes
connecting wetlands, pipes connecting ponds and wetlands, and the proposed
catch basin behind the homes on Lots 4-5 of Block 1.
(8) Indicate existing drain tile and rip -rap from the infiltration basin located in the
"Wood Crest" development behind proposed Lots 4-5 of Block 1 and indicate how
this drainage would be managed.
(9) Remove the existing retaining wall currently located on Lot 1 of Block 4.
(10) Drainage calculations must include the volume of water coming from the existing
wetland located in the "Wood Crest' development.
(11) Remove existing driveway entrances and culverts along Vicksburg Lane.
(12) The temporary stockpile area shall be kept away from the adjacent wetland. Silt
fencing shall be installed prior to placement of soil in the stockpile area. Slopes on
the stockpile shall not exceed 3:1 and exposed soil shall be covered with seed and
mulch within 30 days of exposure. The pond access route shall be maintained
while the stockpile is in place.
c. Street and utility plans:
(1) Indicate the existing water main along Vicksburg Lane. Relocate the water main
along the southerly parcel to eliminate horizontal bends and add a hydrant for
testing purposes.
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(2) Loop the water main in proposed Shenandoah Lane to connect with the existing
water main in 55"' Court within the "Hampton Hills 2"a Addition" development, or
loop the water main at the east end of proposed 56"' Avenue to connect with the
existing water main in 57"' Avenue within the "Wood Crest" development.
(3) Both water and sanitary sewer service for Lot 1 of Block 4 must come from the
same street -- either Upton Lane or 55t11 Avenue.
(4) Relocate the gate valve on east end of 56'11 Avenue roughly 30 feet to the west.
(5) Relocate the storm sewer at the intersection of 56th Avenue and Shenandoah Lane
so it is within the street right-of-way.
(6) Eliminate the existing sanitary sewer lift station in "Wood Crest" with this project.
Remove the valve vault, control panel and pad, pumps, and the upper 10 feet of
the wet vault. Abandon the remainder of the wet vault, force main, and gravity
connection. Modify the sewer manhole in the intersection of 57'11 Avenue and 57'11
Place to accommodate the rerouting of gravity sewer to the new development.
Abandoned facilities shall be filled with sand.
(7) Add a stop sign on 56'11 Avenue at the northbound approach to the 56'11 Avenue/
57'11 Avenue/57'11 Place intersection. Also, add a street name sign stating "56'11
Avenue" on the south side of the 56'11 Avenue/57'11 Avenue/57'11 Place intersection.
(8) Remove the existing drain tile at the end of the Upland Lane stub.
(9) Extend sanitary sewer from the Upland Lane cul-de-sac to the Vicksburg Lane
right-of-way.
d. Water resource plan:
(1) Submit drainage calculations to demonstrate volume requirements are met
with the use of compost filtration basins.
(2) Demonstrate that phosphorus loading is not increased for the development.
(3) Submit drainage calculations that demonstrate compliance with
requirements for total suspended solids, phosphorus, volume, and rate
control for all areas draining to the ponds.
e. Fire protection plan:
(1) The temporary turn -around at the east end of 56'11 Avenue cannot encroach
on driveways. The turn -around must be paved.
(2) Relocate the hydrant near the fi ture private park 80 feet west of the
location shown on the utility plan.
(3) Submit fire flow calculations flowing the two highest elevation hydrants
simultaneously. Each hydrant must flow a minimum of 1,500 gallons per
minute (gpm) at 20 pounds per square inch (psi) residual pressure.
Additional gpm at 20 psi residual pressure may be required depending on
the square footage of the homes within the plat.
(4) The water main must be an approved looped system.
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8. The sidewalks along all streets shall be installed when the streets are installed.
9. The sidewalk along the front (east side) of Lot 1 of Block 3 shall extend northerly to 57t1'
Avenue.
10. A north/south trailway is anticipated immediately east of the plat in the fi ture to provide
access between that area and the Northwest Greenway corridor.
11. Review whether Trees 4722-724 should be indicated as removed instead of preserved, due to
their close proximity to proposed constriction activities. Address this issue in conjunction
with submission of the final plat application.
12. The applicant shall notify potential buyers about fiiture roadway extensions and about the
fiiture street improvement project for Vicksburg Lane, and shall post signage on the site
regarding such fiiture roadway improvements.
13. The homeowner's association (HOA) shall be responsible for maintaining the sidewalk along
Shenandoah Lane. The HOA documents submitted with the final plat application shall
address this requirement.
14. Standard conditions:
a. No building permits shall be issued until the final plat, HOA documents, and all easements
and agreements are filed and recorded with Hennepin County and proof of recording is
submitted to the city.
b. Development standards and setbacks for this plat shall comply with the RSF-3 zoning
standards. No variances are granted or implied.
c. Any signage shall comply with the city's signage regulations.
d. Building permits are required for retaining walls 48 inches in height or higher. A fence
shall be installed at the top of retaining walls that exceed four feet in height.
e. Compliance with the city's tree preservation regulations.
f. Removal of all hazardous trees from the property at the owner's expense.
g. This approval shall expire one year after the date of approval, unless the property owner
or applicant has filed a complete application for approval of a final plat, or unless the
landowner or applicant has received prior approval from the city to extend the expiration
date for up to one additional year, as regulated under section 510 of the City Code.
ADOPTED by the City Council on February 8, 2011.
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STATE OF MINNESOTA)
COUNTY OF HENNEPIN) SS.
The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth,
Minnesota, certifies that I compared the foregoing resolution adopted at a meeting of the
Plymouth City Council on February 8, 2011 with the original thereof on file in my office, and the
same is a correct transcription thereof.
WITNESS my hand officially as such City Clerk and the Corporate seal of the City this
day of
City Clerk