Foxwood Final Plat approval letterCITY OF
CHANHASSEN
7700 Market Boulevard
PO Box 147
Chanhassen, MN 55317
Administration
Phone: 952.2271100
Fax: 952.227.1110
Building Inspections
Phone: 952.2271180
Fax: 952.227.1190
Engineering
Phone: 952.227.1160
Fax: 952.227.1170
Finance
Phone: 952.227.1140
Fax: 952.227.1110
Park & Recreation
Phone: 952.227.1120
Fax: 952.227.1110
Recreation Center
2310 Coulter Boulevard
Phone: 952.227.1400
Fax: 952.227.1404
Planning &
Natural Resources
Phone. 952.227.1130
Fax: 952.227.1110
Public Works
7901 Park Place
Phone: 952.227.1300
Fax: 952.227.1310
Senior Center
Phone: 952.227.1125
Fax: 952.227.1110
Web Site
www.ci chanhassen.mn.us
August 1, 2016
Mr. Bill Coffman
Providence 55, LLC.
1000 Boone Ave. N., Suite 400
Golden Valley, MN 55427
Re: Planning Case #2016-13, Foxwood — Final Plat
Dear Mr. Coffman,
This letter is to confirm that on July 25, 2016, the Chanhassen City Council approved
the final plat, development contracts and specifications for Foxwood Addition subject
to the following conditions:
Building:
1. Final grading plans and soil reports must be submitted to the Inspections Division
before building permits will be issued.
2. Buildings may be required to be designed by an architect and/or engineer as
determined by the Building Official.
3. Engineered design and building permits are required for retaining walls exceeding
four feet in height.
4. Each lot must be provided with a separate sewer and water service.
5. Demolition permits must be obtained before demolishing any structures.
Proper removal, abandonment or sealing of storage tanks, on-site septic systems,
wells, etc. is required. Permits are required, as applicable.
6. If applicable, existing home(s) affected by the new street will require address
changes.
7. Provide a 1:200 "clean" plat drawing
Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow
Foxwood — Planning Case #2016-13
August 1, 2016
Page 2 of 7
Engineering:
The 16.5' wide telephone easement through the site must be vacated before the
final plat is filed at Carver County.
2. The well and septic system on the property must be properly abandoned before a
building permit is issued.
3. Label the contours on Sheet 2 of the Existing Conditions Survey.
4. Prior to commencement of site grading the grading plan must be revised so that
there is at least five feet from the edge of the temporary cul-de-sac to the retaining
wall.
5. The developer shall dedicate an easement over the temporary cul-de-sac; the
easement exhibit shall be submitted with the final plat application.
6. The private street within Outlot B and must be built to a 7 -ton design.
7. Pedestrian curb ramps from the sidewalks to the street must be ADA -compliant.
8. If groundwater is encountered during construction, the low floor elevation of the
homes must be adjusted accordingly.
9. The final plat must include an oversized drainage and utility easement at the back
of Lot 1, Block 6 to encompass the drainage swale.
10. Per Section 18-40 (4) d. 2. v. a drain tile service is required for Lots 1-4 Block 5,
Lot 6 Block 5; and Lots 1-3 Block 6 as these lots are proposed to drain from the
back of the lot towards the street.
11. On the grading plan label the existing contours.
12. On Sheet 18 modify Note 2 to state that 10' horizontal separation is required
between water and sewer lines.
13. The final plat mylars must include the street names approved by the Fire Marshal.
14. A guard rail must be installed at the top of the retaining wall near the temporary
cul-de-sac.
Foxwood — Planning Case #2016-13
August 1, 2016
Page 3 of 7
15. The developer shall post a $33,750 escrow to be used towards the removal of the
temporary cul-de-sac at the end of Road A, extending Road A to the property line
and extending the sidewalk to the property line.
16. Outlot B shall be deeded to the owners of 9250 and 9350 Great Plains Boulevard.
17. The developer must acquire the necessary permission for off-site work at 9350
Great Plains Boulevard before that property's driveway is realigned.
18. Once the private street within Outlot B is paved with the base course the
developer must remove the existing driveway from Highway 101 to 9250 and
9350 Great Plains Boulevard.
19. Barricades must be installed where the sidewalk ends on the south end of Road A.
20. The developer shall pay $48,725.04 for the development's portion of the cost of
Lift Station 32.
21. The developer must submit a $10,000 escrow with the development contract; this
escrow will be used for the removal_ of the temporary lift station when Road A is
extended and the lift station at Powers Boulevard and TH 212 is installed.
22. The City will reimburse the developer for the cost of oversizing the water main
from an eight -inch lateral to a 12" trunk main and for the pressure reducing valve.
Environmental Resources:
Prior to any grading, the applicant shall install tree preservation fencing using
metal stakes. The fencing shall be placed fencing at the grading limits. Tree
#2524 shall be included in the fencing area rather than fenced separately. These
protections shall remain in effect until construction is completed.
2. Signage identifying outlot natural areas will be posted at property corners and
angle point on lots 1, 3-6, 8-9, 11, 17-18, block 1 and lots 1, 2, block 2 and lots 8,
9, block 3 and lot 1-2, block 4 and lots 4 and 6, block 5. These must be installed
prior to selling the lot.
Fire:
L A 3 -foot clear space shall be maintained around fire hydrants.
2. Submit propose street names to Chanhassen Fire Marshal and Chanhassen
Building Official for review and approval.
Foxwood — Planning Case #2016-13
August 1, 2016
Page 4of7
3. Street signs (temporary allowed) shall be installed prior to building permits being
issued. Fire Marshal must approve signage.
4. Prior to combustible construction fire hydrants shall be made serviceable.
5. No burning permits will be issued for tree/brush removal.
6. Prior to combustible home construction fire apparatus access roads capable of
supporting the weight of fire apparatus shall be made serviceable.
parks..
1. Full park dedication fees shall be collected per city ordinance in lieu of requiring
parkland dedication.
2. Dedication of an outlot adjacent to Lot 12, Block 5 and across the southern
portion of Lot 5, Block 5 to accommodate fixture construct; of a trail.
3. Planning, engineering and construction of two planned 10 -foot wide trail
connections leading from two cul-de-sacs into the Fox Woods Preserve.
4. Planning, engineering and construction of a planned 10 -foot wide Highway 101
trail connection between the current trail terminus at the Bandimere Park
Pedestrian Underpass and the northern terminus of the plat adjacent to and along
Highway 101.
5. Trail right of ways within the subdivision shall be provided within outlots as a
condition of the plat. Acquisition of trail easements outside of the plat shall be the
responsibility of the City of Chanhassen.
6. The Developer shall be responsible for the installation and payment of the two
planned 10 -foot wide trail connections leading from two cul-de-sacs into the Fox
Woods Preserve.
7. For those sections of the Hwy 101 trail situated north and south of their property
boundaries, the Developer shall be reimbursed by the City of Chanhassen for the
full cost of planning, engineering and construction of a planned 10 -foot wide
Highway 101 trail connection between the current trail terminus at the Bandimere
Park Pedestrian Underpass and the northern terminus of the plat along Highway
101.
Foxwood — Planning Case #2016-13
August 1, 2016
Page 5 of 7
8. For that section of the Highway 101 trail located within or adjacent to the
Developer's project boundary, the applicant shall be reimbursed by the City for
the cost of the aggregate base, trail surfacing, retaining walls and stone water
systems utilized to construct the trail. This reimbursement payment shall be made
upon completion and acceptance of the trail and receipt of an invoice
documenting the actual costs for the construction materials noted. Labor and
installation for the trail surface and design, and engineering and testing services
for all components of the Developers section, are not reimbursable expenses.
9. All trails shall be 10 feet in width, surfaced with asphalt and constructed to meet
city specifications.
10. The granting of a permanent 20 foot wide trail easement across the rear of lots 8
and 9, Block 3.
Water Resources Coordinator:
The wetlands cannot be used to meet rate control. Rate control must be achieved
prior to discharge to any of the wetlands, MN DOT right-of-way or adjoining
properties.
2. The infiltration basin areas shall be protected from construction traffic and other
construction related activities throughout the duration of the project. This shall be
noted on the grading plan, in the SWPPP and shown with pre -construction silt
fence location.
3. The infiltration areas shall be graded last. The tributary area shall be graded and
stabilized prior to excavation of the infiltration basins.
4. The mass grade phasing schedule shall include stripping and stockpiling of top
soil material.
5. The grading and erosion plan shall include stockpile locations.
6. A detailed planting schedule and plan shall be included for each infiltration basin.
7. The developer shall be responsible for procuring the NPDES construction permit
and providing proof to the city prior to any land disturbing activities.
8. The development shall meet the CUP conditions for the Bluff Creek Overlay
District.
9. Signage will be required at every lot corner and angle point along the private lots
adjacent to the wetlands not bound by the BCOD. These must be installed prior
to selling the lot.
Foxwood — Planning Case #2016-13
August 1, 2016
Page 6 of 7
10. Any grading within wetland buffers must be restored with native vegetation. A
planting schedule and vegetation maintenance plan of at least 3 years shall be
provided to the city for review and approval.
11. The Storm Water Utility Connection Charge due at final plat is $90,580.00.
12. The City Wetland Alteration Permit (WAP) and the State Wetland Conservation Act
(WCA) replacement plan process required for this development is in process,
therefore Council approval of the final plat, development contract, et cetera is
conditioned upon approval of the WAP and WCA replacement plan
Two signed mylar copies of the final plat shall be submitted to our office for
signatures. One 1 "=200' scale mylar reduction of the final plat, three 1 "=200' scale
paper reductions of the final plat and one 1 "=200' scale paper reduction of the final
plat with just street names and lot and block numbers shall be submitted. In addition,
a digital copy in .dxf format and a digital copy in .tif format (pdf compatible) in
Carver County coordinates of the final plat shall be submitted.
A $2,177,546.80 letter of credit or escrow for the developer -installed improvements, the
$616,624.04 cash administration fee and the fully -executed development contracts
(Developer Installed Improvements and Grading) must be submitted and shall be
submitted prior to scheduling a pre -construction meeting.
A warranty deed transferring Outlots A, C, D, E and F to the City shall be prepared
and executed for recording with the final plat documents. A cross access and
maintenance agreement for the private street shall be prepared and executed and
submitted to the city for recording with the final plat. All current year taxes must be
paid in full and any delinquent property taxes or green acres tax.
Once everything is submitted, please contact Assistant City Engineer Alyson Fauske
at 952-227-1164 or by email at afauskenci.chanhassen.mn.us to coordinate the
preconstruction meeting.
Should you have any questions, please contact me at (952) 227-1131 or by email at
bgenerousgci.chanhassen.mn.us.
Robert Generous, AICP
Senior Planner
Foxwood — Planning Case #2016-13
August 1, 2016
Page 7of7
Enclosures
c: Jim Wilson
Paul Paulson
ec: Kate Aanenson, Community Development Director
Alyson Fauske, Assistant City Engineer
Todd Gerhardt, City Manager
Todd Hoffinan, Parks & Recreation Director
Terry Jeffery, Water Resources Coordinator
Jerry Mohn, Building Official
Jill Sinclair, Environmental Resource Specialist
Marc Rausch, Alliant Engineering, Inc.