HomeMy WebLinkAboutCity Council Resolution 2007-065CITY OF PLYMOUTH
RESOLUTION 2007-065
APPROVING A FINAL PLAT AND DEVELOPMENT CONTRACT FOR PEARL OF
PLYMOUTH, LLC FOR "PEARL OF PLYMOUTH" FOR PROPERTY PRESENTLY
ADDRESSED AS 3735 AND 3855 COUNTY ROAD 101 (2005001-F)
WHEREAS, Pearl of Plymouth, LLC has requested approval of a final plat to allow a subdivision
containing a 36 -unit townhome development on the subject 11.25 -acre site located north of
Medina Road and west of County Road 101; and
WHEREAS, the property is presently legally described as follows:
The North 230.00 feet of the East 480.00 feet and the East 290.00 feet of the South
402.00 feet of the North 632.00 feet and that part of the West 420.00 feet of the East
710.00 feet of the South Half of the Northwest Quarter of the Southeast Quarter of
Section 18, Township 118 North, Range 22 West, lying South of the North 230.00 feet
thereof, and North of the following described line: Commencing at the Southeast corner
of the Southwest Quarter of said Southeast Quarter; thence North along the East line
thereof 704.00 feet; thence deflecting Left 55 degrees 50 minutes 00 seconds to the
Southerly extension of the East line of said West 420.00 feet; thence North along said
Southerly extension and said East line, a distance of 553.2 feet to the point of beginning
of the line being described; thence deflecting Left 88 degrees 06 minutes 00 seconds to
the West line of said East 710.00 feet, and said line there terminating.
El TO -91
That part of the East 290.00 feet of the Southwest Quarter of the Southeast Quarter and
of the South Half of the Northwest Quarter of the Southeast Quarter of Section 18,
Township 118, Range 22, lying Northerly of the centerline of Medina Road, formerly
known as County Road No. 48, and South of the North 632.00 feet of said South Half.
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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 Pearl of
Plymouth, LLC for a final plat for "Pearl of Plymouth"; 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 January 5,
2007 and January 9, 2007, except as may be amended by this resolution.
2. Development standards shall be as required by the RMF -I zoning district. No variances are
granted or implied.
3. Compliance with the City's tree preservation regulations.
4. Any signage shall require separate permits and shall be in conformance with the Zoning
Ordinance.
5. Watermain area and sanitary sewer area charges: PIN 18-118-22-42-0007 previously paid.
Deferred assessments for PIN 18-118-22-43-0002 per Levy 12693 and City Council
Resolution 92-710, principal and interest through December 31, 2006 = $12,854.97 + Green
Acres assessment of $2,623.46 principal and interest through December 31, 2006 for a total
of ($12,854.97 + $2,623.46) _ $15,478.43 through December 31, 2006. Both amounts
accrue interest daily, and an updated amount from the City of Plymouth's Finance Department
is required for payoff with them prior to recording the final plat with Hennepin County.
6. Street and water lateral: Deferred assessments for PIN 18-118-22-43-0002 for one half the
width of Medina Road and watermain per Levy 12692 and City Council Resolution 92-710,
principal and interest through December 31, 2006 = $28,607.47 + Green Acres assessment of
$32,553.33 principal and interest through December 31, 2006 for a total of ($28,607.47 +
$32,553.33) _ $61,160.80 through December 31, 2006. Both amounts accrue interest daily,
and an updated amount from the City of Plymouth's Finance Department is required for
payoff with them prior to recording the final plat with Hennepin County.
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7. The HOA shall be responsible for maintenance of the site, including the rain garden, private
drives, private drive signage, clubhouse, and similar private features within the development.
The HOA documents shall include language prohibiting storage of recreational vehicles in the
guest parking spaces.
8. The developer shall obtain the necessary permits and approvals as follows: Hennepin County,
Minnesota Department of Health, MPCA, Minnesota Department of Natural Resources, City
of Plymouth, MCES for Sanitary Sewer Connections, Bassett Creek Water Management
Commission, Elm Creek Water Management Commission, and NPDES.
9. Any existing driveways to County Road 101 shall be removed. A prior permit for that work
shall be obtained from Hennepin County.
10. A permit pursuant to the City's right-of-way ordinance is required for any work in an existing
right-of-way.
11. The lowest floor must be a minimum of two feet above the high water level of the N [_]RP
pond. Additionally, the low opening of each property must have a minimum of 1.5 feet of
freeboard above the emergency overland drainage route.
12. Porches and covered decks must meet the same setback as is required for the townhouse
Units.
13. Replace corner stakes if disturbed during installation of the storm sewer pipe between the
water quality pond and the wetland.
14. Protect existing drain tile in the Walnut Grove Pond subdivision during installation of the
storm sewer pipe located downstream from the water quality pond.
15. Prior to recording the final plat, the following items shall be addressed:
a. The applicant shall execute a Development Contract for the public and private
improvements, and shall submit the required financial guarantees.
b. The required park dedication fee (cash fee in lieu of land dedication) shall be paid, in
accordance with the dedication ordinance in effect at the time of recording of the final
plat.
c. Revise clubhouse plan to provide a 10 -foot minimum parking setback from the building.
d. Revise plans to show the required constriction of a west bound right turn lane on Medina
Road for north bound Queensland Lane. The developer shall install and pay for this
improvement.
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16. Prior to recording the final plat, the following Engineering Division related requirements
shall be addressed:
a. A 10 -foot wide utility and drainage easement is required along County Road 101, Medina
Road, and along both sides of Queensland Lane and 39"' Avenue. However, a 10 -foot
wide easement on the west side of Queensland Lane adjacent to the unplatted property is
not required. A 6 -foot wide easement is required along all other plat boundary lines. A
10 -foot wide separate trail easement for the trail along Medina Road is required.
b. A 20 -foot wide drainage and utility easement is required over the storm sewer unless it is
in a public road. A separate 20 foot x 50 foot temporary constriction easement is
required from the property owner to the west of Queensland Lane for the constriction of
sanitary sewer and water services.
c. A drainage and utility easement is required for the N [_]RP pond to the 100 -year high water
level (HWL). A 15 -foot wide unobstructed access easement to the N[_]RP pond inlet and
outlet stricture, as well as over the storm sewer pipe to the wetland is required. The
easement route must originate from a public street and shall have a grade not exceeding 15
percent.
d. Include a note that the contractor shall contact the Public Works Department, at 763-509-
5950 at least 48 hours prior to any public sewer/watermain connection.
e. 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 done and show on grading plan.
f. 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
grading plan.
g. Proposed developments must 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. Provide one
additional BMP per the approved list and show on the grading plan.
h. Identify the manhole and catch basin numbers on the Composite Utility Plan.
i. Relocate the proposed fire hydrant on 39"' Avenue from the north side to the south side of
the street because it conflicts with the proposed sidewalk.
j. Note number 6 on Page 3 of 19 indicates that I inch water services will be provided. This
is too small. Check with the Fire Inspector to determine the correct size.
k. The proposed watermain connection in Medina Road will be tested against an older
existing gate valve. Any damage to this valve is the responsibility of the developer to
correct.
1. On Page 5 and 10 of 19, label 38"' Avenue as a private road.
m. Add a note on Page 8 of 19 that all manholes and catch basins shall have a minimum of 4
inches of rings, and a maximum of 12 inches of rings.
n. Identify on Page 8 of 19 in Detail "E" that all joints from the outlet control stricture to
the flared end section shall be tied, and that the last six joints from the flared end section
to manhole 2 shall be tied.
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o. On Page 12 of 19 in Detail "A" indicate that the last 6 pipe joints shall be tied from the
flared end section to manhole 1.
p. In the Storm Sewer Stricture Schedule indicate that the minimum stricture size is 48
inches. Revise the schedule accordingly.
q. It appears there is a depression on the off-site property southeast of Lot 8, Block 1.
Storm water drainage must be provided for this area.
r. All overland drainage swales must drain at a minimum of 1.75 percent.
s. Identify how the drainage works behind Lots 1 and 2, Block 2 (without draining northerly
on private property). Also demonstrate how rear yard drainage behind Lots 1 and 2,
Block 1 works without draining onto private property.
t. The pond elevation for the Orchards of Plymouth pond of 994.2 appears to be incorrect.
Grading plan information at the City indicates a normal water level (NWL) of 998.5 and a
HWL of 1000.0.
u. On the grading plan identify the emergency overflow (EOF) elevation between the pond in
the Orchards of Plymouth and the wetland to the west.
v. The developer must determine the NWL and HWL for the downstream wetland basin
north of the existing water treatment pond in the Orchards of Plymouth subdivision.
w. The EOF location and elevation must be shown along the private road to the north that
separates two off-site wetland basins. If the private road is not the overflow, then the
correct location and elevation must be shown.
x. The EOF route from the proposed water quality pond must be channeled to by-pass the
water quality pond in the Orchards of Plymouth, to the westerly wetland basin.
y. The EOF for the proposed water quality pond has an elevation of 1006.1. This is the
same elevation as the HWL of the pond. The EOF elevation must be raised to 1006.6,
and the elevation around the berm must be a minimum of 1007.6.
z. The storm sewer pipe must be designed to support the weight of heavy equipment.
aa. The EOF onto adjoining property is not acceptable. The downstream storm sewer pipe
shall be oversized to carry the 100 -year flow from the pond to the wetland.
bb. Provide an inlet at the base of the EOF with a top elevation that is below adjacent low
floors.
cc. The proposed N[_]RP pond NWL shall be lowered to elevation 1001.0.
dd. Add a note to the plans that a water tight casting is required on the sanitary sewer
manhole at the base of the EOF.
17. Prior to recording the final plat, the following Five Division related requirements shall be
addressed:
a. Add/relocate hydrants to approved locations.
b. Fire flow calculations must be submitted flowing the remote two highest elevation
hydrants on dead end lines simultaneously. Each hydrant must flow at least 1500 gallons
per minute at 20 p.s.i. residual pressure.
c. All private drives/fire lanes must be a minimum of 20 feet wide from curb face to curb
face.
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d. All triplexes, the building on Lot 29, and buildings on Lots 1, 2, 3, 4 of Block 1 and Lots
5, 6, 7, 8 of Block 2 must be protected with a city approved fire sprinkler system.
e. The locations of the post indicator valve and the Fire Department connection for the
building on Lot 29 must be identified.
f. Surmountable curbs are required at the fire access locations to the 39t11 Avenue and
Queensland Lane cul-de-sacs.
g. The fire access between 39'11 Avenue and Queensland Lane must be constricted to the
minimum fire lane constriction requirements.
h. Fire lane signs are required at both access locations to the fire access between 39'11 Avenue
and Queensland Lane and on both sides of private drives. These must be shown on the
plans in locations approved by the Fire Inspector.
18. Bollards shall be provided at each entrance to the trail/emergency access route, as approved
by the Fire Chief and City Engineer.
19. 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 11 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 13, 2007.
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 13, 2007 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