HomeMy WebLinkAboutCity Council Resolution 2008-064CITY OF PLYMOUTH
RESOLUTION 2008-064
APPROVING A FINAL PLAT AND DEVELOPMENT CONTRACT FOR JAMES R. HILL,
INC. FOR `BASSETT CREEK OFFICE CENTRE" FOR PROPERTY LOCATED NORTH OF
HIGHWAY 55, BETWEEN SOUTH SHORE DRIVE AND REVERE LANE (2006111-F)
WHEREAS, James R. Hill, Inc. has requested approval of a final plat for the roughly 13.3 -acre
site currently legally described as follows:
Outlots A, B, and C, The Village at Bassett Creek, according to the recorded plat
thereof, Hennepin County, Minnesota.
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 James R.
Hill, Inc. for a final plat for Bassett Creek Office Centre; 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 application received by the City on January
3, 2008, except as may be amended by this resolution.
2. Signage for this commercial office site shall be allowed pursuant to the same signage
regulations applied to the O (Office) district, as specified by the Zoning Ordinance.
3. Trash and recycling areas shall be maintained internal to the building.
Resolution 2008-064
(2006111-F)
Final Plat
Page 2 of 5
4. Any visible rooftop or ground -mounted mechanical equipment shall be screened, painted, or
treated to match the building. Materials for any screening shall be of the same materials as the
principal stricture.
5. The maintenance of the landscaping in the two islands in the public street shall be the
responsibility of the owner of the office property.
6. The developer shall notify the Bassett Creels Water Management Commission of on-site
asbestos -containing materials and of any contaminated groundwater.
7. The developer shall obtain the appropriate permits or approvals from Mn/DOT for state
highway access, drainage, and access closure, Minnesota Department of Health for
watermains, MPCA for sanitary sewer and hazardous material removal and disposal,
Department of Natural Resources for dewatering and work in protected waters, City of
Plymouth for building permits, MCES for sanitary sewer connections, Bassett Creek Water
Management Commission, and NPDES.
8. Prior to recording the final plat, the following items shall be addressed:
a. Provide the following required easements:
i. A ten -foot drainage and utility easement along all public streets and a six-foot
drainage and utility easement along side and rear lot lines.
ii. A 20 -foot drainage and utility easement for public utilities that are not located in a
public street right-of-way. The watermain from the proposed cul-de-sac (Highway
55 Frontage Road) to 10"' Avenue shall be public. The storm sewer from the
proposed Highway 55 Frontage Road cul-de-sac to Pond 4 1 shall be public, and
the storm sewer and drainage -way adjacent to Prime West Business Park 4"'
Addition (as correctly shown on the proposed final plat) shall be public.
iii. Drainage and utility easements are required to the 100 -year high water elevation
for all ponds and wetlands. A separate 15 -foot wide unobstructed access easement
(including a 12 -foot wide driving surface to support heavy equipment) is required
to the inlet and outlet of N [_]RP pond number 1. The access easement area shall
not exceed 10 percent vertical grade or 3 percent horizontal, and must originate
from a public street. In addition, a separate conservation easement is required
between the parking lot and 10"' Avenue located west and east of the private drive.
iv. New drainage and utility easements shall be provided as necessary in the final plat
of Bassett Creek Office Centre. All drainage and utility easements on existing
Outlots "A" and "B" located in the plat of The Village At Bassett Creek shall be
vacated.
b. Provide fire flow calculations, and relocate hydrants to approved locations.
c. An approved site water main looped hydrant system is required.
d. Identify the post -indicator valve location.
Resolution 2008-064
(2006111-F)
Final Plat
Page 3 of 5
e. Fire lane signs are required in approved locations. Sign locations will be determined on
the site plan by the Fire Inspector.
f. A rain garden maintenance agreement is required for three rain gardens.
g. An encroachment agreement is required for the parking lot and retaining wall located in
Gaylord Avenue.
h. Roland Street shall be re -named to "Highway 55 Frontage Road".
i. The developer will constrict the necessary street and utilities.
j. Add note to plans stating "The Contractor shall contact the Sewer and Water Department
at 763-509-5950 at least 48 hours prior to any public sewer/watermain connection".
k. Minimum floor elevations shall be 896.5.
1. Demolition and restoration plans for the westbound off -ramp (slip -ramp) from State
Highway 55 to Rowland Street must be submitted to the Minnesota Department of
Transportation (MnDOT) for review and approval. Approval confirmation from
MnDOT is required.
m. A street signage plan and a street lighting plan are required. This may be added to page
C5.1.
n. Street lights are required at the north side of the 6t1' Avenue cul-de-sac, at the Highway
55 Frontage Road cul-de-sac, and at 1011 Avenue by the private driveway entrance.
o. Add stations to all profile views for the sanitary sewer/water main and on all long runs for
the storm sewer.
p. The utility plans for the sanitary sewer, water main, and storm sewer must clearly label
the locations for the "Public Utilities" and the "Private Utilities".
q. The maximum page size for all civil drawings is 24 inches x 36 inches as required in the
Engineering Guidelines. Shrinking the scale to maintain the same number of pages is
acceptable.
r. It is indicated on the plans that the water main will be constricted by directional drilling.
Therefore, it must be noted on the plan that HDPE pipe shall be used for the water main
instead of C900 PVC. However, the fire hydrant leads shall be C900 PVC instead of
ductile iron pipe.
s. In the profile for the water main show a fire hydrant at the high point for flushing
purposes. Show one in the run from 1011 Ave. to Roland St. and one in the Tee to
Building run. Also, show the 8x6 Tee for the hydrant in the profile.
t. The sanitary sewer pipe is identified as ductile iron pipe (DIP) on C7.4. It is noted as
PVC on C3.1. Clarify the type of pipe on the plans.
u. The existing gate valve at the dead end water main in 6t1' Avenue shall be removed and
the water main capped. Note this on the plan.
v. In the Storm Sewer Stricture Schedule on page C1.1, add a note after the Neenah
Casting number for STMH 115 & 118 "with concrete collar per detail ST -6".
w. In the profile on page C4.1, remove "W / Trash Guard" from FES 3, 5, 8, and 9.
x. Match hydrologic grade lines on page C4.1 for storm sewer CBMH 103, 105, and 109.
It may be necessary to increase pipe size.
y. Add a note that all rip rap shall be Granite.
z. Add a note that all storm sewers shall be televised.
Resolution 2008-064
(2006111-F)
Final Plat
Page 4 of 5
aa. Show drain tile in the cul-de-sacs behind the curb draining into the catch basins.
Reference City detail ST -9.
bb. Identify the storm sewer pipe under 6"' Avenue on the utility plan. It appears on the
grading plan as a temporary pipe, and also on the existing conditions on page C1.2. If
the pipe is temporary, it should be removed from the utility plan. If the pipe is
permanent, it shall not be corrugated metal pipe.
cc. On page C5.1 indicate that B612 concrete curb for the parking lot and B18 is required
for both inner and outer circles of the cul-de-sacs.
dd. Show a concrete apron per City detail STRT-14 at the private drive entrance from 10'1'
Avenue, at the 6"' Avenue cul-de-sac, and at the Highway 55 Frontage Road cul-de-sac.
ee. Provide for review a detailed diagram and planting schedule for all rain gardens. Include
planting type, quantity, and location. All rain gardens shall be maintained by the current
property owner as stipulated in the required rain garden maintenance agreement.
ff. Proposed retaining walls (except the one in Gaylord Avenue) are not allowed in drainage
and utility easements. Clearly show this on the plans. All walls four feet and higher must
be designed by a licensed engineer, have a fence placed on top, and require a separate
permit from the Building Department.
gg. Revise the note on page C7.4 in the Precast Pile Cap Detail to include "stainless steel" for
the tie down.
hh. In the Specifications book for Utilities & Street Constriction in the tab "General
Requirements" on page 1, the third bullet in 4 2 references the City of Jordan, Minnesota.
This shall be revised to "The City of Plymouth's current standard detail specifications for
sewer, water, storm sewer, and street constriction". Also, on page 2 in paragraph 7 the
working hours shall reference the City of Plymouth's Engineering Guidelines (Monday
through Friday 7:00 a.m. to sundown; Saturday 8:00 a.m. to 6:00 p.m.; and no work on
Sunday).
ii. Replace the pedestrian curb ramp detail on page C7.3 with the City detail STRT-6.
9. Prior to issuance of the building permit, the developer shall:
a. Record the final plat with Hennepin County.
b. Obtain approval of the PUD Final Plan.
c. Pay the park dedication fee.
d. Remove the existing outdoor advertising display (billboard) located in the southwest
portion of the site.
e. Provide evidence that all required easements and agreements have been recorded.
10. Prior to issuance of the certificate of occupancy, the developer shall:
a. Submit a Transportation Demand Management (TDM) Program for staff review and
approval.
b. Remove the off -ramp (slip ramp) from Highway 55.
Resolution 2008-064
(2006111-F)
Final Plat
Page 5 of 5
11. 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. A reproducible 8 1/2 x I I inch "As Built" Fire Protection Plan shall be submitted prior to
the release or reduction of any financial guarantees.
d. This approval shall expire two years after the date of approval, unless the property owner
or applicant has recorded the 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 512 of City Code.
ADOPTED by the City Council on February 26, 2008.
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 26, 2008, 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