HomeMy WebLinkAboutCity Council Resolution 2006-485CITY OF PLYMOUTH
RESOLUTION 2006-485
APPROVING A FINAL PLAT AND DEVELOPMENT CONTRACT FOR CSM EQUITIES,
LLC FOR "CSM PLYMOUTH BUSINESS CAMPUS" LOCATED AT THE NORTHWEST
CORNER OF HIGHWAY 55 AND NORTHWEST BOULEVARD (2006030-F)
WHEREAS, CSM Equities, LLC has requested approval of a final plat to allow a subdivision of
the 4.9 -acre site located at the northwest corner of Highway 55 and Northwest Boulevard; and
WHEREAS, the property is presently legally described as follows:
Lot 1, Block 1, Northwest Business Campus 4"' Addition, except that part lying
Southeasterly of the following described line: Beginning at a point in the Southwesterly
line of said Lot 1 distant 10 feet Northwesterly of the most Southerly corner thereof,
thence run Northeasterly to a point on the Southeasterly line of said Lot 1 distant 53.79
feet Northeasterly of said most Southerly corner as measured along Southeasterly line
and there terminating.
WHEREAS, the City staff has prepared a development contract covering the improvements
related to said plat.
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 CSM
Equities, LLC for a final plat for "CMS Plymouth Business Campus"; and
FURTHER, that the development contract for said plat be approved, and that upon prior
execution of the development contract by the developer, the Mayor and City Manager be
authorized to execute the development contract on behalf of the City; and,
FURTHER, that the following conditions be met prior to recording of, and related to said plat:
1. The final plat is approved in accordance with the plans received by the City on October 19,
2006 and November 3, 2006 except as may be amended by this resolution.
Resolution 2006-485
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Final Plat
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2. Prior to recording the final plat, the developer shall:
a. provide cross -access, cross -parking, and cross water supply easements; and
b. submit the required utility and drainage easements, as approved by the City Engineer; and
c. pay any costs or fees associated with the signal optimization changes, as outlined in the
traffic study.
3. No building permits shall be issued until:
a. the final plat is recorded with Hennepin County;
b. the PUD final plan is approved by the City;
c. park dedication cash fee in lieu of land dedication is paid, in accordance with the
dedication ordinance in effect at the time of issuance of the first building permit for each
lot;
d. the existing pond easement is vacated;
e. the lighting plan is revised to comply with the maximum watts per square foot specified in
the Zoning Ordinance;
f. the plans are revised to show an additional BMP (Best Management Practices) for water
quality; and
g. the water quality pond is excavated, unless prior approval is granted by the City of
Plymouth and Bassett Creek Watershed Management Organization.
4. Prior to issuance of building permits, the following Engineering Division related
requirements shall be addressed:
a. A rain garden, underground retention/detention vault, sump manhole, and street sweeping
maintenance agreement shall be provided.
b. Constricted detention ponds should be relied upon to limit runoff to pre -development
rates and to control downstream flooding where feasible; natural basins may also be
utilized subject to Bassett Creek Watershed District and City of Plymouth approval.
c. Increased volumes of runoff due to development should be minimized by limiting
impervious cover and encouraging infiltration of storm water where soil conditions are
appropriate. Submit a description on how this is being done and show on the grading
plan.
d. The City encourages the use of alternative landscape techniques and materials to reduce
rates and volumes of runoff. Submit a description on how this is being done and show on
the grading plan.
e. Proposed developments shall identify all reasonable steps to avoid water quality impacts
and mitigate with appropriate best management practices (BMPs), to prevent water
quality in receiving waters from falling below established standards. Submit a description
on how this is being done and show on the grading plan.
Resolution 2006-485
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Final Plat
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f. The lowest floor elevation must be a minimum of 2 feet above the high water elevation of
the N [_]RP Pond.
g. The water quality pond must be excavated, unless prior approval is granted by the City of
Plymouth and the Bassett Creek Water Management Commission.
h. Add the rain garden detail to page C-3. Include a planting plan and a planting schedule.
The rain garden must contain a minimum of 400 native plugs.
i. Add phase II silt fence for the rain garden.
j. Identify storm water emergency overflow routes (EOF) on the grading plan. Include
location and elevation (there must be a minimum of 18 inches of freeboard from the lowest
building opening where storm water could enter the building and the top of the EOF).
k. Identify the buildings as slab on grade.
1. The placement of fire hydrants, PIV, fire trick turning radii movements, and fire flow
calculations are subject to the Fire Inspector's review and approval.
m. Use current City Details dated 2006 and include details W-2, 3, 4, 5; SS -3, 6; ST -6, 8, and
11. Add all applicable City details.
n. Identify the concrete curb and gutter for the parking lot as B612. Provide City detail
STRT-1.
o. The parking lot drive aisle shall be designed to a minimum of a 7 -ton design, and the
remaining parking area shall be designed to a minimum of a 5 -ton design. Provide City
detail STRT-2.
p. Provide drainage calculations demonstrating that by eliminating the existing pond and
creating a new pond, both water quality and rate control requirements have been met.
q. Submit the following to the Minnesota Department of Transportation and Hennepin
County for their review and approval:
1. A grading plan and site plan of the proposed project.
2. Drainage area maps for the proposed project showing both existing and proposed
drainage areas and flow (with flow arrows).
3. Hydrologic and hydraulic computations/modeling before and after proposed
development (i.e., Hydro -Cad input assumptions, calibration data, results for 10- and
100 -year storm events).
r. Place fire hydrant valves 3 feet away from hydrants per City detail W-2.
s. Provide details of the underground retention/detention system.
t. Provide details of both outlet control strictures consistent with the City of Plymouth's
Engineering Guidelines.
u. Included City detail STRT-14 for the commercial driveway detail.
v. Show the locations of pedestrian ramps along Annapolis Circle, Campus Drive, and
Northwest Boulevard. Included City detail STRT-6.
w. Place a note on the grading plan that slopes 3:1 or greater shall have an erosion control
blanket installed.
x. Place a note on the plan that granular material shall extend a minimum of 48 inches below
finished grade for all shallow storm sewer pipe or strictures that are less than 48 inches
below finished grade.
Resolution 2006-485
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Final Plat
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y. Place a note on the plan to core drill the existing storm sewer manhole for the 6 inch drain
tile that drains the rain garden. Revise the plan view so that the drain tile is not connected
into the outlet control stricture.
z. On page C-4, revise utility note 3 to contact the Public Works Department at 763-509-
5950 at least 48 hours prior to any public sewer/watermain connection.
aa. On page C-4, revise utility note 9 and remove the words "concrete" and "concrete and/or"
from the note. Add "use megalug and concrete thrust blocking."
bb. On the Storm Sewer Stricture Schedule, replace R -1711-B castings with R -1642-B, and
replace R-4353 castings with R-2561.
cc. An encroachment agreement is required for all retaining walls and signs that are located in
a drainage and utility easement, trail easement, or sidewalk easement.
dd. Place a note on the plan to remove the existing fire hydrant at Annapolis Circle North and
abandon the lead. Add a new fire hydrant off the new watermain in the same vicinity.
ee. Verify that the six inch diameter sanitary sewer is of adequate capacity for Buildings A and
B south of the Hotel.
ff. A street light is required on Annapolis Circle at the northerly driveway entrance.
gg. Add a note to the plan that the proposed storm sewer along Annapolis Circle will interfere
with existing fiber optics lines.
5. Prior to issuance of building permits, the following Fire Division related requirements shall
be addressed:
a. Identify watermain locations and size. A looped watermain system is required.
b. Identify fire department connection and P.I.V. locations for each building.
c. Approved address/directional signage is required in approved locations at site entrances.
6. Prior to issuance of any certificate of occupancy, provide easements for the trail along
Northwest Boulevard and for the sidewalks along Campus Drive and Annapolis Circle.
7. Standard Conditions:
a. Removal of all hazardous trees from the property at the owner's expense.
b. Compliance with Policy Resolution 79-80 regarding minimum floor elevations for new
strictures on sites adjacent to, or containing any open storm water drainage facility.
c. This approval shall expire two years after the date of approval, unless the applicant has
recorded the final plat, or unless the applicant has received prior approval from the City to
extend the expiration date for up to one additional year, as regulated under Section 512 of
City Code.
ADOPTED by the City Council on December 12, 2006.
STATE OF MINNESOTA)
Resolution 2006-485
(2006030-F)
Final Plat
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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 December 12, 2006 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