HomeMy WebLinkAboutCity Council Resolution 2006-194CITY OF PLYMOUTH
RESOLUTION 2006-194
APPROVING A PUD GENERAL PLAN FOR DJR ARCHITECTURE, INC. FOR
"PLYMOUTH CROSSROADS STATION" FOR PROPERTY LOCATED SOUTH OF
HIGHWAY 55 AND EAST OF COTTONWOOD LANE (200512 1)
WHEREAS, DJR Architecture, Inc. has requested approval of a PUD general plan for
property currently legally described as follows:
Tracts A and B, Registered Land Survey No. 1676, Hennepin County, Minnesota.
Being registered land as is evidenced by Certificate of Title No. 831051.
M
That part of the Southeast Quarter of the Northeast Quarter of Section 35,
Township 118, Range 22, Hennepin County, Minnesota described as beginning at
the northwest corner of Tract B, RLS No. 1676, Hennepin County, Minnesota;
thence South 8 degrees 06 minutes 05 seconds West on a assumed bearing along
the west line of said Tract B, a distance of 107.68 feet; thence South 89 degrees
55 minutes 05 seconds West along the northeasterly line of Tract A, said RLS No.
1676, a distance of 100.00 feet; thence North 8 degrees 54 minutes 02 seconds
East along said northeasterly line, a distance of 1315.17 feet to the southerly right-
of-way line of State Think Highway No. 55 (as monumented); thence South 74
degrees 06 minutes 45 seconds East along said right-of-way line, a distance of
97.99 feet to the point of beginning.
OM
The part of the Southeaster Quarter of the Northeast Quarter of Section 35,
Township 118, Range 22, Hennepin County, Minnesota, lying Southerly of the
southerly right-of-way line of State Think Highway No. 55 (as monumented); and
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Northeasterly of the northeasterly line of Old County Road No. 6 (also being the
northeasterly line of Tract B, RLS No. 1676)
TO -91
That part of the Southwest Quarter of the Northwest Quarter of Section 36,
Township 118, Range 22, Hennepin County, Minnesota, lying Northeasterly of the
northeasterly line of Old County Road No. 6 and Northwesterly of Naumann
Cartway (per plat of Schiebe's Highland View Addition) and Southwesterly of
State Think Highway No. 55 (as monumented).
TO -91
That part of the Southwest Quarter of the Northwest Quarter of Section 36,
Township 118, Range 22, Hennepin County, Minnesota, lying Southwesterly of
the southwesterly line of Old County Road No. 6, and described as beginning at
the intersection of the west lien of said Section 36 wit the southwesterly line of
Old County Road No. 6; thence Southerly along the west line of said Section 36, a
distance of 313.50 feet; thence Northeasterly to a point on the southwesterly line
of Old County Road No. 6, distant 173.00 feet southeasterly of the point of
beginning; thence Northwesterly along the southwesterly line of Old County Road
No. 6, a distance of 173.00 feet to the point of beginning.
TO -91
That part of the Southwest Quarter of the Northwest Quarter of Section 36,
Township 118, Range 22, Hennepin County, Minnesota, lying Southwesterly of
the southwesterly line of Old County Road No. 6, and described as commencing at
the southwest corner of the Northwest Quarter of said Section 36; thence
Northerly along the west line of said Section 36, a distance of 210.30 feet to the
point of beginning thence deflect to the right at an angle of 90 degrees 30 minutes,
a distance of 9.00 feet; thence Northeasterly 358.30 to a point on the
southwesterly line of Old Country Road No. 6, a distance 248.00 feet
southeasterly of the intersection of said southwesterly line with the west line of
said Section 36; thence Northwesterly along the southwesterly line of Old County
Road No. 6, a distance of 75.00 feet; thence Southwesterly to a point on the west
line of said Section 36, distant 122.10 feet Northerly of the point of beginning;
thence southerly 122.10 feet along the west line of said Section 36 to the point of
beginning.
Un
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That part of right-of-way of State Think Highway No. 55 adjoining the above
described (Parcels 4 1, 2, 3, 4 and 5) lying Southwesterly of a line drawn parallel
with and 70.00 feet southwesterly (as measured at right angles to) the centerline of
eastbound lanes of State Think Highway No. 55.
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 DJR Architecture, Inc. for a PUD general plan, subject to the following
conditions:
1. A PUD general plan is approved for "Plymouth Crossroads Station", in accordance
with the plans received by the City on April 11, 2006, except as may be amended by
this resolution.
2. Approval of the PUD general plan is contingent upon approval of the following:
a. Rezoning of portions of the site from C-2 (Neighborhood Commercial), C-3
(Highway Commercial), and PUD (Planned Unit Development) to a new PUD;
b. Preliminary plat for "Plymouth Crossroads Station";
c. Vacation of the existing frontage road right-of-way; and
d. Wetland mitigation plan by the City Council.
3. The developer shall enlarge the culvert running under Highway 55 and through the
large vacant site to provide sufficient capacity for storm water flow as it moves
northerly through the site, toward Medicine Lake. Additionally, the developer shall
provide an emergency overland overflow route at an elevation to ensure that drainage
does not back up and flood homes along the creek located to the south.
4. The ponding system shall be designed to provide for retention and treatment of storm
water runoff under filly developed conditions. The applicant shall incorporate Best
Management Practices (BMP's) into the plans to be submitted in conjunction with the
final plat.
5. Any fi ture development of Outlot B would require separate review and approval of a
PUD general plan. The City's tree preservation regulations shall be applied separately
to Outlot B.
6. Prior to issuance of any building permits, if the applicant wishes to maintain the
median break near County Road 73 on the relocated frontage road as a temporary
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condition, they shall pay all legal fees related to, and execute, a document stating that
the median break would be eliminated and the median would be extended if and when
County Road 73 is realigned in the future.
7. In conjunction with street constriction, the applicant shall 1) provide a sidewalk along
the south side of the relocated frontage road lying between Cottonwood Lane and
West Medicine Lake Drive, and 2) relocate the required trail in the east portion of the
site southerly to the County Road 73/frontage road intersection.
8. Prior to issuance of any building permits, the final lighting plan shall be approved by
staff, in accordance with the City's lighting regulations. The lighting plan shall
indicate house -side shields and shall include information on the decorative fixtures.
9. Development standards for the PUD shall be as indicated on the plans received by the
City on April 11, 2006, except as may be amended by this resolution.
10. All strictures shall comply with the following architectural design standards:
a. The buildings shall be constricted in accordance with the respective building
elevations received by the City on March 10, 2006. All building elevations shall
receive nearly equal treatment and visual qualities.
b. Building colors shall be harmonious throughout the development. Bright, long,
continuous bands of color are prohibited. Bright or brilliant colors and sharply
contrasting colors may be used only for accent purposes and shall not exceed five
(5) percent of the wall area.
c. All parapets visible from the back shall be painted to match the building.
d. Any visible rooftop or ground -mounted mechanical equipment shall be screened or
painted to match the building. Materials for any screening walls shall be of the
same materials as the primary stricture.
e. Trash and recycling storage areas shall be integral to the buildings.
f. Exterior lighting shall be consistent throughout the development. Decorative light
standards are to be incorporated throughout the pedestrian walkway areas.
g. Elevations of all sides of a proposed building shall be submitted with the required
PUD Final Plan, for determination of compliance with the above requirements.
11. The pedestrian walkway system within and through the development shall use
decorative paving and shall be raised where it crosses drive aisles.
12. The use of outdoor loudspeakers shall be limited. Any outdoor loudspeaker system
shall be reviewed for compliance with the City's noise ordinance. The playing of
music during evening and nighttime hours shall be prohibited.
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13. Prior to recording the final plat, cross -access and parking easements shall be recorded
for this development.
14. All signage shall conform to Section 21155 of the Zoning Ordinance.
15. In conjunction with submittal of the final plat, the applicant shall revise the landscape
plan to indicate a minimum height of six feet for the Black Hills Spruce trees.
16. The project shall obtain the appropriate permits or approvals from DNR, Hennepin
County, MPCA, State Health Department, Wetland Conservation Act (subject to City
approval), Bassett Creek Watershed, Army Corps of Engineers, Mn/DOT, and
NPDES.
17. Wetland buffer signs shall be installed pursuant to City requirements.
18. The applicant shall properly address any buried trash or constriction debris found on
the site.
19. In conjunction with submission of the final plat application, the plans shall be revised
or information shall be provided as follows:
a. Indicate the water main size on the utility plan.
b. A 10 -foot drainage and utility easement is required adjacent to all street right-of-
ways.
c. The City will require 10 -foot utility and drainage easements on each side of a
public utility where these utilities are proposed to be installed outside the right-of-
way. A separate unobstructed access easement is required from a public street to
all ponds inlets and outlets. The easement must not exceed 15 % grade and must
be a minimum of 15 feet wide.
d. Drainage and utility easements are required to the 100 year HWL for ponds and
wetlands.
e. The intersection for the frontage road at future County Road 73 will require a right
turn lane (14' ), through lane (12' ), left turn lane (14') and inbound lane (18') along
with a median (6').
f. The developer is responsible for the constriction of the necessary watermain,
sanitary sewer, storm sewer and streets to service the site.
g. Submit a description of how the plan would comply with the City's Water
Resource Plan Policies.
h. Lowest floor elevations must be a minimum of two feet above the 100 -year HWL.
Also, emergency overland overflow swales must be a minimum of 18 inches below
the lowest building opening where water can enter.
i. Provide a wetland replacement application.
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j. Provide preliminary utility plan information as required in Section 510 of the
Plymouth City Code.
k. Provide plan view and elevations to show how frontage road will work with future
County Road 73. Provide contours for the County Road 73/frontage road
intersection.
1. The frontage road needs to be adjusted so that it will intersect future County Road
73 at 90 degrees.
m. Show parking lot elevations. Include drainage arrows.
n. Attempt to increase the street grades to at least 1.5%.
o. Show reinforced water quality ponds overflow, and elevation.
p. Show underground sanitary sewer, storm sewer, and watermain pipes on the
Landscape Plan. Keep trees and shrubs 10 feet away from each side all
underground pipes.
q. Keep all retaining walls out of street rights-of-way and drainage and utility
easements.
r. Wetland mitigation cannot be located in a street right-of-way.
s. The existing sanitary sewer system shall be televised prior to any constriction.
t. Add a catch basin in the northwest quadrant of West Medicine Lake
Blvd./frontage road intersection, and where a storm pipe crosses a curb line.
u. Access to the neighboring properties must be maintained.
v. The frontage road including the connection east of Cottonwood Lane must be 36
feet wide.
w. Show existing contours in Highway 55 ditch, and how ditch will drain.
x. Provide commercial driveway entrances for all development entrances.
y. The City will require a storm water drainage plan showing proposed finished
contours indicating how the proposed plat will ultimately drain. This material must
be submitted in conjunction with proposed storm sewer plans. The City will then
review the proposed storm drainage plans for compliance with the City's
Comprehensive Plan for Storm Drainage System.
z. Provide hydrologic calculations for the 1-, 2-, 5-, 10-, 25-, and 100 -year rainfall
events demonstrating compliance with City standards. Include drainage area maps
depicting both on site and off site areas for pre and post drainage conditions.
aa. A storm sewer drainage map with runoff calculations and pipe capacity
calculations shall be fi rnished to the City prior to the final approval of the storm
sewer.
bb. Show N [_]RP pond outfall skimmer strictures. Include riprap overflow and
elevation.
cc. Show all overland emergency overflow elevations and locations, including the
emergency overflow from the wetland to the north. The overflow must be at least
1.5 feet lower than the low opening of upstream strictures. Clearly label this
overland emergency overflow on the grading plan.
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dd. Indicate location and elevation where storm water will overflow Highway 55
northerly.
ee. Use current City of Plymouth Engineering Guideline Details updated March 2006.
ff. The drive west of future County Road 73 shall be right in right out only when the
County Road 73 improvements are constricted.
gg. Provide an erosion control plan that is in accordance with current Engineering
Guidelines and City Standards.
hh. Provide a Stormwater Sewer Pollution Prevention Plan (SWPPP) to the plans.
ii. Clearly show both existing and proposed utilities.
jj. Extend the proposed watermain and connect to the existing watermain in
Cottonwood Lane.
k k. Review comments from Hennepin County (excluding suggested median at frontage
road in CR RD 73) and Mn/DOT shall be addressed.
ll. Modify the turn lanes on eastbound frontage road (to northbound and southbound
CR 73) to provide one northbound turn lane and one southbound turn lane.
20. Standard Conditions:
a. No building permits shall be issued until the final plat is filed and recorded with
Hennepin County and City staff approves the PUD final plans.
b. Removal of all hazardous trees from the property at the owner's expense.
c. Compliance with the Ordinance regarding turning radii, the location of fire
hydrants, lock boxes, post indicator valve, fire department connection, fire lanes,
and fire lane signage.
d. In conjunction with submission of the final plat application, the applicant shall
submit fire flow calculations.
e. All strictures shall be protected by a City approved NFPA 13 automatic fire
sprinkler system.
f. All automatic fire sprinkler systems shall be monitored by an approved UL Central
station with a UL certificate.
g. Combination domestic/fire water supply lines to each building shall have an
approved solenoid device.
h. An 8 1/2 x 11 inch "As Built" Fire Protection Plan shall be submitted prior to the
release or reduction of any site improvement bonds per City Policy. A floor plan
and preplan data sheet shall be provided for each building.
i. Prior to issuance of building permits, the developer shall enter into a Site
Improvement Performance Agreement and shall provide the required financial
guarantee.
ADOPTED by the City Council on May 9, 2006.
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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 May 9, 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