HomeMy WebLinkAboutCity Council Resolution 2005-318CITY OF PLYMOUTH
RESOLUTION 2005-318
APPROVING A PRELIMINARY PLAT AND VARIANCE FOR LUNDGREN BROS.
CONSTRUCTION, INC. FOR "TARYN HILLS" FOR PROPERTY LOCATED EAST OF
VICKSBURG LANE, NORTH AND SOUTH OF COUNTY ROAD 47 (2005045)
WHEREAS, Lundgren Bros. Constriction, Inc. has requested approval of a preliminary plat for
roughly 237.6 acres of land presently legally described as follows:
That part of the Northwest Quarter of the Northwest Quarter of Section 4, Township 118, Range
22, lying northerly of the center line of County Road No. 47, as the same is laid out and as
described in highway easements Document Numbers 543453 and 543454.
Being registered land as is evidenced by Certificate of Title No. 639169.
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That part of the Northwest Quarter of Section 4, Township 118, Range 22 described as follows:
Commencing at the Northeast corner of said quarter -section; thence South along the East line of
said quarter -section to a point which is 915.5 feet North of the South line of said quarter -section;
thence in a Westerly direction 1316.5 feet to a point 942.3 feet North measured at right angles
from the South line of said Northwest Quarter; thence Northerly at an angle to the right of 86
degrees and 45 minutes a distance of 401 feet; thence West at an angle to the left of 87 degrees
and 54 minutes a distance of 896.2 feet to a point 1343.5 feet North of the South line of said
Northwest Quarter and 396 feet East of the West line of said section; thence North parallel with
the West line of said section to a point in the North line of said section a distance of 396 feet East
of the Northwest corner of said section; thence East to the point of beginning; excepting
therefrom that part included in the East 1/2 of the Northwest Quarter of said Section, Township
and Range.
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That part of the Northwest Quarter of Section 4, Township 118, Range 22 described as follows:
Commencing at the Northwest corner of said Section; thence South along the West line of said
Section to the Southwest corner of the Northwest Quarter of said Section; thence East along the
South line of said Northwest Quarter to the Southeast corner thereof, thence North along the East
line of said Northwest Quarter 915.5 feet; thence West at an angle 88 degrees, 43 minutes to the
left from last described line, a distance of 1316.5 feet to a point 942.3 feet North measured at
right angles to the South line of said Northwest quarter; thence Northerly at an angle to the right
of 86 degrees, 45 minutes a distance of 401 feet; thence West at an angle to the left of 87 degrees,
54 minutes a distance of 896.2 feet to a point 1343.5 feet North of the South line of said
Northwest Quarter and 396 feet East of the West line of said Section; thence North parallel with
the West line of said Section to a point in the North line of said Section a distance of 396 feet
East of the Northwest corner of said Section, thence West to the point of beginning.
Which lies Southerly of the center line of County Road 47 as the same is laid out and as described
in highway easement Doc Nos. 543453 and 543454.
Being registered land as evidenced by Certificate of Title No. 1061254.
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That part of Northeast Quarter and the Northwest Quarter of Section 4, Township 118, Range 22
West, lying Northerly of County Road No. 47, according to Government Survey thereof.
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The East 1/2 of the Northwest Quarter of Section 4, Township 118, Range 22 West except a
parcel described as commencing at the Southeast corner thereof, thence North along the East line
of said Northwest Quarter 915.5 feet; thence West at an angle of 88 degrees and 43 minutes to
the left from said line a distance of 1316.5 feet to a point 942.3 feet North of and measured at
right angles to the South line of said Northwest Quarter; thence South to the South line of said
Northwest Quarter; thence East to place of beginning and except that part thereof lying Northerly
of County Road No. 47 and except that part thereof lying East of the line and its Northerly
extension drawn from a point on the South line of the above described parcel distant 274.67 feet
East from the Southwest corner of said parcel to a point on the centerline of said County Road
47, distant 300.74 feet as measured along said centerline from the West line of said East 1/2 of
Northwest Quarter, according to Government Survey thereof.
Being registered land as is evidenced by Certificate of Title No. 719985.
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The West 675.1 feet of that part of the West 1/2 of the Northeast 1/4 of Section 4, Township
118, Range 22, lying North of the Center line of County Road No. 47, together with a perpetual
easement for roadway, boulevard and access purposes over and upon the East 30 feet of the West
705.1 feet of the West 1/2 of the Northeast 1/4 of Section 4, Township 118, Range 22, lying
North of the Center line of County Road No. 47, Hennepin County, Minnesota.
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The East 1/2 of the Northwest Quarter of Section 4, Township 118, Range 22 West, except a
parcel described as commencing at the Southeast corner thereof, thence North along the East line
of said Northwest Quarter, 915.5 feet, thence West at an angle of 88 degrees and 43 minutes to
the left from said line a distance of 1316.5 feet to a point 942.3 feet North of and measured at
right angles to the South line of said Northwest Quarter, thence South to the South Line of said
Northwest Quarter, thence East to place of Beginning, and except that part thereof lying
Northerly of County Road No. 47, and except that part of the above described property lying
West of a line and its Northerly extension, drawn from a point on the South line of the above
described parcel distant 274.67 feet East from the Southwest corner of said parcel to a point on
the centerline of said County Road No. 47 distant 300.74 feet, as measured along said centerline,
from the West Line of said East 1/2 of Northwest Quarter, according to Government survey
thereof.
Being registered land as is evidenced by Certificate of Title No. 661437.
The south 354.17 feet of the north 708.04 feet of that part of the West 1/2 of the Northeast 1/4 of
Section 4, Township 118, Range 22, West of the 5th Principal Meridian, lying north of the
centerline of County Road No. 47, Except the west 675.10 feet thereof.
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The south 354.37 feet of the north 1062.41 feet of that part of the West 1/2 of the Northeast 1/4
of Section 4, Township 118, Range 22, West of the 5th Principal Meridian , lying north of the
centerline of County Road No. 47, Except the west 675.10 feet thereof.
That part of the East Half of the Northeast Quarter of Section 4, Township 118, Range 22 West,
Hennepin County, Minnesota, lying northerly of County Road No.47.
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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
Lundgren Bros. Constriction, Inc. for a preliminary plat for "Taryn Hills", subject to the
following conditions:
I. A preliminary plat is approved for the creation of 525 lots and numerous outlots for the
"Taryn Hills" development, in accordance with the plat and plans received by the City on
June 29, 2005, 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 submit a wetland replacement plan and
receive City Council approval of the wetland replacement plan.
4. A variance is approved to allow Lot 67 (as shown on the preliminary plat) to have a lot width
of 40 feet at the front setback line, where the Zoning Ordinance specifies a minimum width of
80 feet for properties zoned RSF-2 (Single Family Detached 2), with the finding that the
applicable variance standards are met.
5. Park dedication shall be a combination of land dedication and cash fees in lieu of land
dedication for the residential portion of the plat, in accordance with the dedication ordinance
in effect at the time of filing of the final plat.
6. Park dedication shall be a cash fees in lieu of land dedication for the commercial portion of
the plat, in accordance with the dedication ordinance in effect at the time of building permit
issuance.
7. In conjunction with submittal of the first final plat application, the applicant shall revise the
overall grading plan to flatten the ground elevation for the fiiture play features and other park
elements, for the east portion of the roughly 26.2 -acre park outlot where a neighborhood
park would be installed.
8. The applicant shall provide additional trail connections for access to the private trail that
would be looped around the wetland within the single-family area north of CR 47.
9. The applicant shall to work with the City of Maple Grove Parks Department to adjust the
elevation for the trail corridor located in the northeast corner of plat—which abuts an existing
City trial in the City of Maple Grove.
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10. When the site plan is submitted for future development of the commercial area within the
plat, appropriate land use transitions shall be provided between the commercial area and the
townhomes located to the north and east.
11. In conjunction with submittal of the final plat application, the applicant shall include tree
protection fencing on the plans for the trees to be preserved.
12. In conjunction with submittal of the final plat application, a sidewalk shall be shown along
one side of Kingsview Lane (a/k/a Road I on the Site Plan) located in the northeast portion of
the site.
13. In conjunction with submittal of the final plat application, the applicant shall revise the plans
to eliminate outlots that consist solely of wetlands and/or water quality ponds.
14. The applicant shall notify potential buyers near the planned regional trail of the regional trail
plans, and shall post signage on the site to regarding the fiiture regional trail.
15. The applicant shall post signage at the north and south ends of Orchid Lane identifying the
existing private driveways as "private".
16. The applicant shall notify potential buyers about fiiture roadway expansion and improvement
projects for CR 47 and Vicksburg Lane, and shall post signage on the site to regarding such
fiiture roadway projects.
17. In conjunction with submission of the first final plat application, the developer shall submit
homeowners association documents for City review, to ensure that maintenance of the
association common spaces including sidewalks, landscaped medians, and similar features.
The HOA documents shall include language prohibiting storage in the parking spaces of the
Town home areas—including storage of recreational vehicles.
18. In conjunction with submission of the first final plat application, the applicant shall revise the
phasing plan to provide another street connection (secondary access) to CR 47 in the eastern
portion of the site as part of Phase 1 development.
19. Temporary cul-de-sacs shall be provided in locations on the Phase 1 plan where the street
phasing would result in dead -ends over 150 feet in length.
20. All street water mains shall be looped, and the water main system shall be looped for all cul-
de-sac streets that exceed 500 feet in length.
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21. In conjunction with submission of the first final plat application, the applicant shall revise the
overall landscaping plan to provide berming and additional landscaping where feasible
between the residences and CR 47.
22. The applicant shall replace some of the summit ash and marshall's ash shown on the
landscape plan with other tree species such as white oak.
23. In conjunction with submission of the first final plat application, the applicant shall include a
table showing tree status on the tree preservation plan.
24. In conjunction with submission of the final plat application, proposed Outlot G (the private
park) shall be converted from an outlot to a lot and block status.
25. In conjunction with submission of the final plat, the applicant shall provide a ten -foot wide
trail easement along properties abutting the east side of Vicksburg Lane, and along properties
abutting both sides of CR 47 within the plat.
26. Prior to issuance of building permits, the applicant shall pay the watermain area assessments
(198.6 upland acres x $3,275 per acre = $650,415).
27. Prior to issuance of building permits, the applicant shall pay the sanitary sewer area
assessments (198.6 upland acres x $880 per acre = $174,768).
28. The developer will be reimbursed for all of the trunk watermain in Co Rd 47 from the east
line of Outlot J to the east line of Outlot C. The developer will be reimbursed for all of the
trunk watermain in Vicksburg Lane from the centerline of Terraceview Lane to the south
property line. The developer will be reimbursed for the trunk watermain greater than 12
inches from the east line of Outlot C to Vicksburg Lane. The developer will be reimbursed
for the trunk watermain greater than 12 inches in Vicksburg Lane from the CR 47 to the
north plat line. The developer will be reimbursed for the trunk watermain greater than 8" in
Vicksburg Lane from the CR 47 to the center line of Terraceview Lane.
29. The developer shall reconstruct County Road 47 from Vicksburg Lane to 0.5 miles east of
Vicksburg Lane. The developer is also responsible for 25 percent of the cost of a fi ture
traffic signal and turn lanes at the County Road 47/Cheshire Lane intersection and 100
percent of the cost of an additional eastbound left -turn lane to provide dual left -turn lanes,
and an exclusive northbound left -turn lane at the County Road 47/CSAR 61 intersection.
30. The applicant shall provide twenty -foot (20') wide drainage and utility easements over
proposed utilities that are not constricted within the right of way.
31. The applicant shall provide drainage and utility easements for ponds and wetlands and rain
gardens.
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32. The applicant shall work with Hennepin County to vacate that portion of CR 47 right-of-way
no longer necessary after its reconstruction.
33. The applicant shall provide a rain garden agreement for maintenance of the rain gardens.
34. The applicant shall provide the necessary street right of way, subject to Hennepin County
approval for CR 47.
35. The applicant shall obtain the necessary permits and approvals as follows: Department of
Natural Resources, Hennepin County, MPCA, Minnesota Department of Health, Elm Creek
Watershed Management Commission, Shingle Creek Watershed Management Commission,
Army Corps of Engineers, NPDES, and City of Plymouth right of way permit.
36. The lowest floor elevation shall be 2 feet above the established high water elevation for each
pond and the low opening at least 1.5 feet above the overland overflow. Note on the final
grading plan for each phase.
37. To the greatest extent feasible, the applicant shall employ directional drilling or jacking in the
constriction of the sanitary sewer south of Trunk Manhole 412 in order to minimize tree
removal.
38. In conjunction with submission of the first final plat final plat application, the applicant shall
revise the overall plat and plans as follows:
a. The trunk watermain in CR 47 shall be 20 inches, not 16 inches as shown.
b. Indicate compliance with the Water Resources Plan Policies.
C. Profile sheets are required for the proposed streets.
d. The DIP for the sanitary sewer trunk shall be poly wrapped.
e. Identify watermain as PVC pressure pipe C 900 or C 909 for pipe sizes 4 inches to 12
inches, and C 905 for pipe sizes 14 inches to 24 inches.
f. In the future, access from the commercial site to Vicksburg Lane will be limited by a
median along Vicksburg Lane.
g. Show the sanitary sewer, watermain, and storm sewer for the Common Bond sites
within Outlot C.
h. Show the sanitary sewer and water services for the multi -family units south of CR 47.
Include watermain for fire protection around the buildings if required by the fire
inspector.
i. The storm sewer that is public north of Private Drive I I to 58t11 Avenue shall be within
the public right of way.
j. The storm sewer that is public north of units 384 and 385 shall be within the public
right of way.
k. Show the proposed section and width for each street including cul-de-sacs.
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1. Identify the type of concrete curb and gutter used on all public streets. B618 shall be
used wherever possible.
M. Final plans shall show drain tile at the catch basins.
n. All retaining walls over 4 feet high must be engineered walls and a separate building
permit will be required.
o. Retaining walls shall not be located within drainage and utility easements or the right-
of-way.
p. Temporary cul-de-sacs will be required on streets that end temporarily because of
phasing the project if 150 feet or longer.
q. A temporary cul-de-sac shall be provided at the south end of the Orchid Lane public
street segment that abuts land not within the development site.
r. Provide a gate valve and at least 40 feet of pipe along with a fire hydrant at dead end
lines caused by phasing of the project.
S. Add a sanitary sewer manhole at the back lot corner of Lots 144 and 145 to provide
access for a fiiture force main. Place the manhole 40 feet east of the west property line
with an invert elevation of 992.0, top of casting 996.0. The sanitary sewer from
manhole 20S to 23S will have to be installed at 0.40% to provide the necessary
elevation for the new manhole. Plans must be revised accordingly.
t. Show on the grading and utility plan access routes to all ponds, sanitary sewer
manholes and storm sewer manholes. Access must 15 feet wide with a 15% grade or
flatter and clear of obstructions.
U. Hydrants are to be located 5 feet back of curb.
V. Provide an intersection detail for Vicksburg Lane and CR 47.
W. The grading plan shall indicate the drainage ditches on both sides of CR 47, include
proposed grades.
X. Demonstrate that sight distances are adequate for the intersection of Vicksburg Lane
and Terraceview Lane.
Y. Driveway access must be maintained for the exception parcels.
Z. The platted lots within the Taryn Hills plat shall vacate their rights to the private
driveway access easement located north of CR 47.
aa. An easement will be required from Parcel 4-12-0006 for the 20 -inch watermain.
bb. An easement will be required from Parcel 4-12-0006 for grading.
cc. Provide adequate right-of-way on Orchid Lane south of 60t11 Ave. for the exception
parcel. Remove the remainder of the right-of-way to CR 47.
dd. The developer is responsible to acquire all required temporary easements on adjacent
property.
ee. Note on the grading plan that all swales are a minimum of 1 3/4%.
ff. Note the location of all rock entrances.
gg. Silt fence must be heavy duty. Include City detail DWG9 on detail sheet.
hh. Erosion control blanket is required on all slopes 3:1 or greater. Show locations on the
grading plan.
ii. Show inlet protection, City detail ST- 22 & 23. Include on grading plan.
jj. Silt fenced is required around all N[_]RP Ponds.
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kk. Specify on the grading plan than street sweeping and scraping is required a minimum of
once per week.
ll. Show wetland buffer post locations on the grading plan.
mm. Any grading within buffer areas requires a replacement plan.
nn. After rain gardens are excavated do not drive on or store materials in that area.
oo. Show that the drainage offsite to the east does not increase. Show that drainage offsite
from Lots 28 through 31 does not increase.
pp. Show the location and proposed grades for the regional trail.
qq. Silt fence must be extended in several locations. A marked up set of plans will be
provided to the developer's engineer.
rr. Note all private utilities on the utility plans.
ss. On the final plans note the class of pipe for the storm sewer.
tt. On the final plans show the sewer and water and streets and storm sewer on separate
sheets.
uu. On the final plans include a signage plan.
vv. On the final plans show sewer and water services including risers. Include material and
size on the plans.
ww. Provide storm sewer casting schedule on the final plans.
xx. Call out all watermain fittings and stationing on the final plans.
yy. Detail STRT-13 shall be used for all private drives; note the locations on the plan
sheets.
zz. Private drives shall be a 7 -ton design.
aaa. Parking areas shall be a 5 -ton design.
bbb. Concrete curb and gutter on private drives and parking areas shall be B612.
ccc. All details shall be from the March 2005 Engineering Guidelines.
ddd. Show details of how Juneau Lane will connect to existing County Road 47.
eee. Provide signs at the north and south ends of Orchid Lane identifying the driveways as
private.
ff. Provide contours at least 100 feet beyond the north and east property lines.
ggg. It appears that significant runoff drains over the top of the retaining wall in the
southeast corner of pond 5 TP. Demonstrate how the wall will be designed for this
drainage.
hhh. Install a westbound right -turn lane at the County Road 47/Vicksburg Lane intersection.
iii. Install a left turn lane for the westbound approach to the County Road 47/Vicksburg
Lane intersection and provide space on the east side of Vicksburg Lane for north and
south bound left turn lanes.
jjj. Install a northbound right -turn lane at the County Road 47/Vicksburg Lane
intersection.
kkk. Install a southbound by-pass lane on Vicksburg Lane at the residential cross street lying
south of County Road 47.
lll. Install two outbound lanes to County Road 47 from the Commercial/LA-3 area.
mmm. Install right -turn lanes and by-pass lanes on County Road 47 for all the residential cross
streets within the development including Juneau Lane.
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mm. Stub a watermain (and provide appropriate easements for the watermain) to the eastern
boundary of the Martin -Swagger parcel, which abuts the northeast portion of the plat.
39. Standard Conditions:
a. No building permits shall be issued until the final plat is filed and recorded with Hennepin
County.
b. Street names shall comply with the City's street naming system.
c. Any signage shall comply with the City's signage regulations.
d. Removal of all hazardous trees from the property at the owner's expense.
e. The applicant shall comply with the Ordinance regarding the location of fire hydrants, lock
boxes, post -indicator valves, fire department connections, fire lanes, and fire lane signage.
f. In conjunction with submission of the final plat application, the applicant shall submit fire
flow calculations.
g. The townhome strictures shall be protected by a City approved automatic fire sprinkler
system.
h. An 8 1/2 x I I inch "As Built" Fire Protection Plan shall be submitted prior to the release
or reduction of any site improvement financial guarantees.
i. 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.
j. This approval shall expire one year after the date of approval, unless the property owner
or applicant has substantially started constriction of the project, 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 City Code.
ADOPTED by the City Council on August 9, 2005.
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 August 9, 2005 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