CC Staff Report 12-14-09
CITY OF
CHANHASSEN
7700 Market Boulevard
PO Box 147
Chanhassen, MN 55317
Administration
Phone: 952.227.1100
Fax: 952.227,1110
Building Inspections
Phone: 952,227,1180
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
1591 Park Road
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
4b
MEMORANDUM
TO: Todd Gerhardt, City Manager
FROM:
Sharmeen AI-Jaff, Senior Planner
DATE:
~.
December 14, 2009
SUBJ:
Final Plat Approval for Chanhassen Transit Station
Planning Case No. 09-18
PROPOSED MOTION:
"The City Council adopts a resolution approving the Final Plat for Chanhassen
Transit Station - Planning Case 09-18, subject to conditions as specified on pages
11 - 12 of the staff report."
PROPOSAL SUMMARY
The applicant is requesting final plat approval to replat 9.64 acres into four lots and two
outlots. The site is located south of West 78th Street, west of Great Plains Boulevard, and
north of the Twin Cities and Western Railroad. The site is zoned Central Business
District (CBD). Staff is recommending approval of the request subject to conditions.
SUBDIVISION
Lot 1, Block 1, is proposed to house a parking ramp. There are currently 120 parking
spaces that will be replaced with a 420-stall parking ramp. Lot 2, Block 1 will contain
the Dinner Theatre Building. Lot 3, Block 1, will contain an existing one-story building.
Lot 1, Block 2 will contain the historic train depot. Outlot A will contain an existing sign
and Outlot B will be occupied by the extension of Market Street.
PLA"T FILE NO.
CHANHASSEN TRANSIT STATION C"-DOC.NO.
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Chanhassen is a Community for Life. Providing for Today and Planning for Tomorrow
Todd Gerhardt
Chanhassen Transit Station
December 14,2009
Page 2 of 12
BACKGROUND
On November 23,2009, the Chanhassen City Council adopted the following motions:
A. "The City Council approves Variance request - Planning Case 09-18 to allow parking
spaces that are 8V2 feet wide and drive aisles that are 24V2 feet wide, as shown in plans dated
received October 16,2009, subject to the condition as specified on page 20 of the staff
report."
B. "The City Council approves the Preliminary Plat for Chanhassen Transit Station - Planning
Case 09-18 as shown in plans dated received October 16, 2009, subject to conditions as
specified on pages 20-21 of the staff report."
C. "The City Council approves the Site Plan for the construction of the parking ramp and transit
station for Planning Case 09-18 as shown in plans dated received October 16,2009, subject
to the conditions as specified on pages 21-22 of the staffreport."
And adoption of the Findings of Fact.
PRELIMINARY PLAT
The preliminary Plat was approved with the following conditions:
1. Outlot B and Lot 1, Block 2 shall be conveyed to the City.
This condition still applies.
2. Existing public and private utilities must be encompassed by a ten-foot wide drainage and
utility easement centered over the utility.
This condition still applies.
3. The main drive aisle dimensions to the parking ramp shown on Sheet C20G must be clarified.
This condition still applies.
4. The parking ramp and surface parking area shall be privately owned and maintained.
This condition still applies.
5. The sidewalks within Outlot B shall be maintained by SouthWest Transit.
This condition still applies.
Todd Gerhardt
Chanhassen Transit Station
December 14, 2009
Page 3 of 12
6. The grading plan is incomplete. It must show the existing two-foot contours on the north and
west side of the proposed construction limits. The proposed contours must tie in to the
existing contours.
This condition still applies.
7. The proposed concrete spillway that would convey runoff from the western 25 to 50 feet of
the parking lot on Lot 1, Block 1 must be eliminated from the design as it would direct runoff
across a sidewalk.
This condition still applies.
8. The hydrology calculations must be revised to include the drainage area to the north,
particularly the flared end section that discharges approximately 55 feet north of CB B.
This condition still applies.
9. The developer's engineer and the City's engineering consultant must coordinate their
respective designs to ensure that the rate and volume control requirements are met.
This condition still applies.
10. Hydraulic calculations must be submitted with the final plat submittals.
This condition still applies.
11. The developer's engineer must work with the City's engineering consultant for the public
street project to ensure that the City's storm sewer design will be able to accommodate the
runoff from the parking ramp storm sewer.
This condition still applies.
12. A building permit is required for the proposed retaining wall.
This condition still applies.
13. It is the developer's responsibility to coordinate any small utility relocation with the
appropriate utility company.
This condition still applies.
14. The utility plan must be changed to reflect the following:
a. Show the directional flow arrows on existing and proposed utilities.
b. Adjust the line work so that the proposed storm sewer can be seen on the plan.
Todd Gerhardt
Chanhassen Transit Station
December 14, 2009
Page 4 of 12
c. Show the connection to the existing storm sewer on the southwest comer of the
construction limits.
d. Include a note where the rain leaders connect to the existing storm sewer.
These conditions still apply.
15. Full park fees shall be paid in lieu of parkland dedication and/or trail construction. The fees
shall be collected for Lot 1 Block 1 (1.45 acres) as a condition of approval for Chanhassen
Transit Station. The park fees shall be collected in full at the rate in force upon final plat
submission and approval. The current park and trail fee charge for commercial property is
$12,500 per acre.
This condition still applies.
16. All plans must be revised to reflect a continuous sidewalk along the north edge of Market
Street.
This condition still applies.
17. The plat must be revised to include a 20 foot wide drainage and utility easement centered over
the existing watermain within proposed Lot 1, Block 2.
This condition has been deleted. The watermain is located within city property and no
easement will be required.
18. Approval of the subdivision is contingent upon approval of the vacation of the drainage and
utility easement.
This condition still applies.
19. The executed temporary easement agreement must be submitted before the final plat is
recorded.
This condition still applies.
SUBDIVISION REVIEW
The site lies south of the Chanhassen Dinner Theater, west of Great Plains Boulevard, and north
of the railroad. The site is currently used as a surface parking lot, a scene shop for the
Chanhassen Dinner Theater, and an old train station.
The proposed preliminary plat consists of two unplatted parcels, a portion of Outlot A of the
Frontier Cinema Addition, and Outlot A of the Old Village Hall plat. Staff does not have any
record of easements on the unplatted parcels. There are no easements on either of the platted
outlots.
Todd Gerhardt
Chanhassen Transit Station
December 14,2009
Page 5 of 12
PRELIMINARY PLAT
The preliminary plat includes four lots within two blocks and two outlots. Proposed Lot 1, Block
1 is the site of the proposed Chanhassen Transit Station parking ramp. The Chanhassen Dinner
Theater lies on proposed Lot 2, Block 1 and the Chanhassen Ballroom building is on proposed
Lot 3, Block 1. The proposed Outlot A contains the Chanhassen Dinner Theater monument.
The old train station lies on proposed Lot 1, Block 2.
A future City street is proposed within Outlot B. Outlot B and Lot 1, Block 2 shall be conveyed
to the City.
WETLANDS
A review of available data including the Chanhassen SWMP, NWI, and aerial photography does
not indicate the presence of any wetlands on or adjacent to the site.
LAKES AND RIVERS
The proposed project is not located within a Shoreland Overlay District.
EROSION AND SEDIMENT CONTROL AND DRAINAGE
The total land disturbance associated with the proposed project exceeds the minimum threshold
for "small construction activity." Therefore, a NPDES Phase II permit to discharge stormwater
associated with construction activities is required.
This permit must include the General Contractor responsible for day-to-day operations of the site
and the owner. This should be noted on the SWPPP included with the plan submittal.
Sheet C-600 includes a detail for the Dandy Bag II@ to be used as inlet protection. The City
discourages the use of these because of the frequency with which we have observed materials
spilled into the system upon removal. If these are to be used, they should be cleaned out with a
frequency at least adequate to assure that they never exceed one-half capacity.
The plan calls for a concrete spillway to be used westerly on the property. City staff
recommends the use of a vegetated swale with turf reinforcement mat to decrease rates, promote
infiltration and to filter sediment.
The plan shows curb cuts approximately 36" in width. It has been staffs observation, as well as
reported by others, that a curb cut this narrow results in a concentrated flow and subsequent head
cutting and channel incision at the inlets. Curb cuts at least 8 feet in width are recommended.
Further, it has been staffs' experience that the use of rip-rap at the inlet poses future maintenance
problems. The use of a fescue (or other similar) sod at the inlet is recommended.
Todd Gerhardt
Chanhassen Transit Station
December 14, 2009
Page 6 of 12
Soils within the City of Chanhassen are known to have high clay content. The use of in situ
materials is counterproductive to infiltration. As such, a 70% sand and 30% compost mixture is
suggested.
SURFACE WATER MANAGEMENT PLAN (SWlVlP) CONNECTION CHARGES
SWMP Fees will only be applied to Lot 1, Block 1 and will not include any public right-of-way.
The drainage calculations do not indicate what portion of the watershed is directed to the rain
garden. As a result, staff is unable to calculate what credits, if any, should be applied to the project.
Water Quality Fees
The fees for water quality are $6,820.00 per acre. Based upon the commercial land use of the
property and an area of Lot 1, Block 1 of 1.43 acres, the water quality fee due at the time of final
plat is $9,779.78.
Water Quantity Fees
The fees for water quantity for commercial property are $17,400.00 per acre. Based upon the land
use type and a lot area of 1.43 acres, the water quantity fee due at the time of final plat is
$24,951.60.
Total SWMP fees due at the time ~f final plat are $34,731.48. It is possible that a credit may apply
for the rain garden feature. However, as the drainage calculations do not address what area is being
treated in the rain garden, this credit cannot be calculated.
OTHER AGENCIES
The applicant shall apply for and obtain permits from the appropriate regulatory agencies and
comply with their conditions of approval.
ACCESS AND SITE CIRCULATION
A traffic study was completed for this site. The study identified the increase in traffic volume at
the intersection of Market StreetlMarket Boulevard and the intersection of the parking ramp
access/Great Plains Boulevard. Based on the predicted peak traffic volumes identified in the
report, the majority of the traffic will access the site via the Market Street/Market Boulevard
intersection.
The traffic study recommends that the parking ramp access to Great Plains Boulevard be
constructed as a two-lane approach: a left turn/through lane and an exclusive right turn lane.
These turn lanes will be constructed with the City street project.
Due to anticipated increased traffic at the Market StreetlMarket Boulevard intersection, the
traffic study included an analysis to determine if a traffic signal is warranted at the intersection.
Based on the projected traffic volumes, this intersection would not meet signal warrants. The
intersection will be monitored in the future to re-evaluate the signal warrants.
Todd Gerhardt
Chanhassen Transit Station
December 14, 2009
Page 7 of 12
The main drive aisle dimensions to the parking ramp shown on Sheet C200 must be clarified.
The minimum drive aisle width for two-way traffic is 26 feet, per City Code. The drive aisles on
the west side of the construction limits are proposed to be 22 feet. Staff supports the proposed
width at this location since it is consistent with the existing condition.
The west entrance of the parking ramp does not align with the drive aisle to the west. The
entrance to the ramp is fixed since it aligns with the main drive aisle in the ramp; it is not
desirable to have all traffic make a turn immediately after entering the ramp. The surface
parking lot to the west of the ramp cannot be easily reconfigured to align with the ramp entrance.
The surface parking lot configuration is such that there will not be a large volume of vehicles
using this particular drive aisle. Based on these observations, staff is not concerned that the west
entrance of the parking ramp does not align with the drive to the west.
The parking ramp and surface parking area will be privately owned and maintained. The future
public road within proposed Outlot B will be owned by the City. The City and SouthWest
Transit are discussing who should be responsible for snowplowing this segment of public road.
An agreement with the City will be executed should SouthWest Transit agree to snowplow this
roadway.
The sidewalks within Outlot B shall be maintained by SouthWest Transit.
GRADING AND DRAINAGE
The grading plan is incomplete. It must show the existing two-foot contours on the north and
west side of the proposed construction limits. The proposed contours must tie in to the existing
contours.
The proposed concrete spillway that would convey runoff from the western 25 to 50 feet of the
parking lot on Lot 1, Block 1 must be eliminated from the design as it would direct runoff across
a sidewalk.
The developer's engineer has submitted hydrology calculations for the site. The calculations
reflect the construction area, not the actual tributary drainage area. The hydrology calculations
must be revised to include the drainage area to the north, particularly the flared end section that
discharges approximately 55 feet north of CB B.
Runoff from the site currently is conveyed to the stormwater pond that lies south of the Cub
Foods store located on the west side of Market Boulevard, south of the railroad tracks. The
proposed development slightly increases the volume and peak discharge to the storm pond. The
runoff from the proposed development will enter into the public storm sewer that will be
constructed with the public street project. The developer's engineer and the City's engineering
consultant must coordinate their respective designs to ensure that the rate and volume control
requirements are met.
Todd Gerhardt
Chanhassen Transit Station
December 14, 2009
Page 8 of 12
Hydraulic calculations must be submitted with the final plat submittals. The developer's
engineer must work with the City's engineering consultant for the public street project to ensure
that the City's storm sewer design will be able to accommodate the runoff from the parking ramp
storm sewer.
RETAINING WALLS
A retaining wall is proposed on the north side of the passenger loading/unloading area. The
retaining wall reaches a maximum height of 11.3 feet at the west side. A building permit is
required for this retaining wall.
UTILITIES
The developer does not propose to install public utilities with this project. Some small utilities
will be relocated with this project; it is the developer's responsibility to coordinate this work
with the appropriate utility company. There are existing drainage and utility easements over
these existing utility lines that must be vacated. The vacation will appear before the City
Council on December 14, 2009. Approval of the final plat is contingent upon approval of the
vacation.
The sewer and water services to the proposed building will extend from laterals that will be
relocated with the City's street and utility project. City Staff and the developer will continue to
coordinate the utility plans to ensure continuity between the two projects.
The utility plan must be changed to reflect the following:
a) Show the directional flow arrows on existing and proposed utilities.
b) Adjust the line work so that the proposed storm sewer can be seen on the plan.
c) Show the connection to the existing storm sewer on the southwest comer of the
construction limits.
d) Include a note where the rain leaders connect to the existing storm sewer.
The new building is subject to the sanitary sewer and water hookup charges based on the
Metropolitan Council's SAC unit determination. These fees are collected with the building
permit and are based on the rates in effect at the time of building permit application. The party
applying for the building permit is responsible for payment of these fees.
LANDSCAPING
Minimum requirements for landscaping include 3,240 square feet of landscaped area around the
parking lot, and 13 trees for the parking lot. The applicant's proposed as compared to the
requirements for landscape area and parking lot trees is shown in the following table:
Required Proposed
Vehicular use landscape area 3,240 sq. ft. >3,240 sq. ft.
Trees/parking lot 13 trees 19 trees
Todd Gerhardt
Chanhassen Transit Station
December 14, 2009
Page 9 of 12
Applicant meets minimum requirements for trees and landscaping in the parking lot area.
The applicant has limited planting opportunities and has maximized the available spaces with a
good selection of species. The mostly native choices complement the design at the SouthWest
Village park-and-ride station located in town along Highway 212. There are no plantings
proposed for the north side of the building due to limited space and availability of direct sunlight.
PARKS
This property is located within the community park service areas for City Center Park and Lake
Susan Park. Visitors to the Chanhassen Transit Station have convenient access to these park
locations from the downtown area. The Transit Station will be connected to both City Center Park
and Lake Susan Park by an existing off-street trail and sidewalk grid.
City Center Park is 12 acres in size and features ball fields, playgrounds, basketball courts, trails, a
skateboard park, and winter hockey and ice skating. The property also houses City Hall, the Main
Fire Station, and the Library. Many of the city's special events, including the 4th of July
Celebration, Huffman 5K Run, Farmers Market and Summer Concert Series are hosted at the park.
Lake Susan Park is 34 acres in size and contains a public water access, fishing pier, extensive off-
street walking trails, a community ball field, picnic areas, two large playgrounds, and ample
parking.
No additional parkland acquisition is being recommended as a condition ofthis subdivision.
Community Park Service Areas
Todd Gerhardt
Chanhassen Transit Station
December 14, 2009
Page 10 of 12
TRAILS
The Chanhassen Transit Station will be afforded
convenient access to the city's comprehensive trail
system. Extensive public trails can be accessed in
all directions upon leaving the subject property
through utilization of downtown streets and
walkways. Accessible public walkways, bicycle
racks and other pedestrian-oriented improvements
should be incorporated as integral features in the
new transit station project.
No additional trail construction is being
recommended as a condition of approval of this
subdivision.
SIDEWALK
Bike Trails
"-' Existing Trod
~ Future Trail
The plans reflect a sidewalk running along the north edge of the extension of Market Street. The
preliminary plat drawing is missing the extreme east and west segments of the sidewalk. The
applicant has been made aware of this. All plans must be revised to reflect a continuous
sidewalk along the north edge of Market Street.
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Todd Gerhardt
Chanhassen Transit Station
December 14, 2009
Page 11 of 12
RECOMMENDA TION
Staff recommends adoption of the following motion:
"The Chanhassen City Council adopt the attached resolution approving the final plat for the
Chanhassen Transit Station with the following conditions:
1. Outlot B and Lot 1, Block 2 shall be conveyed to the City.
2. Existing public and private utilities must be encompassed by a ten-foot wide drainage and
utility easement centered over the utility
3. The main drive aisle dimensions to the parking ramp shown on Sheet C200 must be clarified.
4. The parking ramp and surface parking area shall be privately owned and maintained.
5. The sidewalks within Outlot B shall be maintained by SouthWest Transit.
6. The grading plan is incomplete. It must show the existing two-foot contours on the north and
west side of the proposed construction limits. The proposed contours must tie in to the
existing contours.
7. The proposed concrete spillway that would convey runoff from the western 25 to 50 feet of
the parking lot on Lot 1, Block 1 must be eliminated from the design as it would direct runoff
across a sidewalk.
8. The hydrology calculations must be revised to include the drainage area to the north,
particularly the flared end section that discharges approximately 55 feet north of CB B.
9. The developer's engineer and the City's engineering consultant must coordinate their
respective designs to ensure that the rate and volume control requirements are met.
10. Hydraulic calculations must be submitted with the final plat submittals.
11. The developer's engineer must work with the City's engineering consultant for the public
street project to ensure that the City's storm sewer design will be able to accommodate the
runoff from the parking ramp storm sewer.
12. A building permit is required for the proposed retaining wall.
13. It is the developer's responsibility to coordinate any small utility relocation with the
appropriate utility company.
Todd Gerhardt
Chanhassen Transit Station
December 14, 2009
Page 12 of 12
14. The utility plan must be changed to reflect the following:
a. Show the directional flow arrows on existing and proposed utilities.
b. Adjust the line work so that the proposed storm sewer can be seen on the plan.
c. Show the connection to the existing storm sewer on the southwest comer of the
construction limits.
d. Include a note where the rain leaders connect to the existing storm sewer.
15. Full park fees shall be paid in lieu of parkland dedication and/or trail construction. The fees
shall be collected for Lot 1 Block 1 (1.45 acres) as a condition of approval for Chanhassen
Transit Station. The park fees shall be collected in full at the rate in force upon final plat
submission and approval. The current park and trail fee charge for commercial property is
$12,500 per acre.
16. All plans must be revised to reflect a continuous sidewalk along the north edge of Market
Street.
17. Approval of the subdivision is contingent upon approval of the vacation of the drainage and
utility easement.
18. The executed temporary easement agreement must be submitted before the final plat is
recorded."
ATTACHMENTS
1. Resolution.
2. Reduced Copy Final Plat.
g:\plan\2009 planning cases\09-18 chanhassen station park and ride\final plat staff report.doc
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
DA TE:
RESOLUTION NO:
MOTION BY:
SECONDED BY:
A RESOLUTION APPROVING A FINAL PLAT
CREA TING CHANHASSEN TRANSIT STATION
WHEREAS, the City of Chanhassen has requested a subdivision of 9.64 acres of
property into three lots and two outlots; and
WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen
City Code; and
WHEREAS, the Chanhassen Planning Commission held a public hearing on November
17,2009 and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning
ordinance and recommended approval of the subdivision.
NOW, THEREFORE, BE IT RESOLVED that the ChanhassenCity Council hereby
approves the final plat for Chanhassen Transit Station (Planning Case #09-18) creating four lots
and two outlots for the property legally described in Exhibit A.
The approval of the subdivision is subject to the following conditions:
1. Outlot B and Lot 1, Block 2 shall be conveyed to the City.
2. Existing public and private utilities must be encompassed by a ten-foot wide drainage and
utility easement centered over the utility.
3. The main drive aisle dimensions to the parking ramp shown on Sheet C200 must be clarified.
4. The parking ramp and surface parking area shall be privately owned and maintained.
5. The sidewalks within Outlot B shall be maintained by SouthWest Transit.
6. The grading plan is incomplete. It must show the existing two-foot contours on the north and
west side of the proposed construction limits. The proposed contours must tie in to the
existing contours.
1
7. The proposed concrete spillway that would convey runoff from the western 25 to 50 feet of
the parking lot on Lot 1, Block 1 must be eliminated from the design as it would direct runoff
across a sidewalk.
8. The hydrology calculations must be revised to include the drainage area to the north,
particularly the flared end section that discharges approximately 55 feet north of CB B.
9. The developer's engineer and the City's engineering consultant must coordinate their
respective designs to ensure that the rate and volume control requirements are met.
10. Hydraulic calculations must be submitted with the final plat submittals.
11. The developer's engineer must work with the City's engineering consultant for the public
street project to ensure that the City's storm sewer design will be able to accommodate the
runoff from the parking ramp storm sewer.
12. A building permit is required for the proposed retaining wall.
13. It is the developer's responsibility to coordinate any small utility relocation with the
appropriate utility company.
14. The utility plan must be changed to reflect the following:
a. Show the directional flow arrows on existing and proposed utilities.
b. Adjust the line work so that the proposed storm sewer can be seen on the plan.
c. Show the connection to the existing storm sewer on the southwest comer of the
construction limits.
d. Include a note where the rain leaders connect to the existing storm sewer.
15. Full park fees shall be paid in lieu of parkland dedication and/or trail construction. The fees
shall be collected for Lot 1 Block 1 (1.45 acres) as a condition of approval for Chanhassen
Transit Station. The park fees shall be collected in full at the rate in force upon final plat
submission and approval. The current park and trail fee charge for commercial property is
$12,500 per acre.
16. All plans must be revised to reflect a continuous sidewalk along the north edge of Market
Street.
17. Approval of the subdivision is contingent upon approval of the vacation of the drainage and
utility easement.
18. The executed temporary easement agreement must be submitted before the final plat is
recorded.
2
Passed and adopted by the Chanhassen City Council this 14th day of December, 2009.
ATTEST:
Todd Gerhardt, City Clerk/Manager
YES
Thomas A. Furlong, Mayor
NO
ABSENT
g:\plan\2009 planning cases\09-l8 chanhassen station park and ride\subdivision resolution. doc
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