7 SUB Southwest Tech CenterCITY OF
P.C. DATE: 7-7-99
C.C. DATE: 7-26-99
CASE: 99-8 SUB, 99-2 VAC
BY: AI-Jaff:v
STAFF
REPORT
PROPOSAL:
LOCATION:
APPLICANT:
Preliminary Plat to Subdivide 39.48 acres into 5 Lots,
Center and Vacation of a Utility and Drainage Easement
Southwest Tech
South of Lake Drive East, West of Dell Road, and North of Eden Prairie.
CSM Investors, InCo
2575 University Ave. W. Suite 150
St. Paul, MN 55114-1024
646-1717
ACREAGE:
1~1~ hitIu~ui',tl Offi,,~
39.48 acres
ADJACENT ZONING
AND LAND USE:
SEWER AND WATER:
SITE CHARACTERISTICS:
N - Lake Drive East
S - Eden Prairie, Residential
E - Dell Road, Eden Prairie, Residential
W - Chanhassen Estates, Residential
Services are available to the site.
The site is an old farmstead. There is an existing office
industrial building on the west comer of the site.
2000 LAND USE: Office/Industrial and Residential Medium Def~sity
~.~a~ Dr E.
W '(Uth St
Lake
77th St
Southwest Tech Center
July 7, 1999
Page 2
PROPOSAL/SUMMARY
There are two actions being requested with this application, a subdivision and vacation of a
utility and drainage easement. The site is zoned IOP, Industrial Office Park and bordered by
Lake Drive East to the north, Dell Road to the east, and a Lundgren Brothers residential
development to the south. The lot areas are 7.03 acres for Lot 1, 4.47 acres for Lot 2, 4.51 acres
for Lot 3, 3.981 acres for Lot 4, and 19.50 acres for Lot 5. The site has full access from Lake
Drive East.
The subdivision request consists of subdividing 39.48 acres into five lots. Lots 1, 2, 3, and 4 will
contain office warehouse buildings (the site plan for the office warehouse buildings is scheduled
to appear before the Planning Commission on July 21, 1999). Lot 5 will contain the existing
DataServ building. The east portion of the site is occupied by a regional pond. There are some
minor changes associated with the plat to create straight and parallel property lines. The
applicant is aware of this and the change will be made. The subdivision request is a relatively
straightforward action.
BACKGROUND
SUBDIVISION
The subdivision request consists of subdividing 39.48 acres into five lots. Lots 1, 2, 3, and 4 will
contain office warehouse buildings. Lot 5 will contain the existing DataServ building. The
zoning ordinance requires a minimum lot area of 1 acre. The lot areas are 7.03 acres for Lot 1,
4.47 ac. for Lot 2, 4.51 ac. for Lot 3, 3.98 acres for Lot 4, and 19.50 acres for Lot 5. The
subdivision request is a relatively straightforward action. Staff recommends the property lines
between Lots 1 and 2, and Lots 3 and 4, be straightened out.
The following easements are either illustrated on the plat or should be acquired:
1. Standard drainage and utility easements around the perimeter of all lots.
2. Dedication of drainage and utility easements over ponds and drainage ways.
WETLANDS
A wetland delineation report was prepared by John Anderson with Wetlands Data on December
20, 1995. Staff found one non-jurisdictional wetland on site. The wetland is located southeast of
the DataServ parking lot. After meetings with the Water Resources Coordinator, it was
determined that the wetland was non-jurisdictional. The site was excavated in 1982 in a non-
wetland area. Aerial photographs show that the site had been tilled through 1981. In 1982, the
water retention pond and two softball fields were created. The remainder of the site remained as
tilled agricultural land. The ditch through Lot 1' was created in conjunction with the City's Lake
Drive East project in 1989. The City has issued to DataServ a Certificate of Exemption for the
Southwest Tech Center
July 7, 1999
Page 3
consolidation or relocation of this pond south of DataServ's parking lot. Therefore, the wetlands
on site are exempt from the wetland regulation process and the applicant may fill or drain it
without replacement.
SURFACE WATER MANAGEMENT PLAN (SWMP)
Storm Water Quality Fees
The SWMP has established a water quality connection charge for each new subdivision based on
land use. Dedication shall be equal to the cost of land and pond volume needed for treatment of the
phosphorus load leaving the site. The requirement for cash in lieu of land and pond construction
shall be based upon a schedule in accordance with the prescribed land use zoning. Values are
calculated using market values of land in the City of Chanhassen plus a value of $2.50 per cubic
yard for excavation of the pond. SWMP water quality charge is $4,633/acre for industrial
developments. The total gross area of the site is 39.48 acres; however, existing development is
exempt from SWMP fees. Therefore, the proposed development would be responsible for a net
area of 20.28 acres which results in a water quality connection fee of $93,957.
A regional stormwater pond has been constructed for both water quality and quantity on Lot 1 by
the previous development (CSM), and therefore, the applicant is not eligible to build NURP
ponds for water quality credit. The stormwater runoff from this development will run through
this pond and be discharged under Dell Road into a natural wetland as per the City SWMP
design.
Storm Water Quantity Fees
The SWMP has established a connection charge for the different land uses based on an average
city-wide rate for the installation of water quantity systems. This cost includes land acquisition,
proposed SWMP culverts, open channels and storm water ponding areas for runoff storage..
Industrial developments have a connection charge of $4,360 per developable acre. The total gross
area of the property is 39.48 acres. However, existing development is exempt from the fees (Lot
4). Therefore, the proposed development would then be responsible for a net area of 20.28 acres
which results in a water quantity connection charge of $88,421. The oversizing and installation
of trunk storm sewer lines will be eligible for water quantity credit to the applicant. The total
SWMP charges for water quantity will be determined based on the cost of the trunk lines.
GRADING
The site was graded with the previous development (CSM/Chanhassen East Business Center). A
regional storm water pond was constructed over the easterly portion of Lot 1. The pond receives
storm water runoff from this proposed development as well as CSM development north of Lake
Drive East. In addition, the City of Eden Prairie contributes some drainage from the south. The
preliminary grading plan proposes to "bench" in the site in order to develop building pads and
parking lots and conform to the neighborhood topography. Based on the grading plan quite a bit
Southwest Tech Center
July 7, 1999
Page 4
of earthwork will be necessary to prepare the site for development. If exporting or importing of
earthwork material is necessary, a haul route and traffic control plan will be needed to be
submitted to the City for review and approval prior to construction commencing.
The site contains existing berms and landscaping along the south property line. The plans
propose on modifying the size of these berms; however, there are limitations due to the existing
landscaping and property lines. Generally, the existing berms are proposed to be increased in
height from a range of four to ten feet. The berms will provide a screening of two to ten feet
along the southerly property line from the building's first floor elevations except for Lots 1 and 2.
The berming along this area is proposed at 0.5 feet to two feet above the proposed first floor
elevation on Lot 1. Staff believes the berming in this area can be increased three feet without
impacting existing landscaping or a combination of lowering the first floor elevation on Lots 1
and 2. Individual berms are proposed along Lake Drive East to provide some buffering from
Lake Drive East. Grading is proposed in front of the existing building on Lot 5 for future parking
which encroaches setbacks.
DRAINAGE
In conjunction with the Chanhassen East Business Center the regional pond on Lot 1 was
constructed to collect the runoff from this development as well. An existing drainage swale runs
through Lots 1 and 2. This drainage swale will be replaced with a trunk storm sewer system
which will convey the runoff from Lake Drive and other properties into the regional storm water
pond on Lot I for pretreatment. The applicant will be entitled to credits against their surface
water management fees (SWMP) with the installation of this trunk storm sewer pipe. Credits
will be applied to the applicant's SWMP fees based on the cost difference between 24-inch pipe
and the proposed pipe. The other storm sewer systems within the development will be
considered private and owned and maintained by the property owners. The site receives storm
water runoff from Eden Prairie to the south of the development. This drainage is proposed to be
collected in the storm sewer system and conveyed to a regional pond to maintain the
neighborhood drainage pattern. Drainage easements will need to be dedicated on the final plat to
maintain drainage through the property. Based on the plans it appears a storm sewer line is
proposed to be extended into the backyard areas, south of Lot 4, to convey runoff from the Eden
Prairie resident's property. This drainage connection to Eden Prairie will require a temporary
construction easement from the impacted residents. The applicant will need to acquire the
necessary construction easements from the property owners to perform the work prior to final
plat recording.
The applicant will need to submit to the City detailed storm drainage calculations and drainage
maps for a 10 and 100-year storm event, 24-hour duration, for staff review and approval in
conjunction with final plat consideration. In addition, detailed construction plans and
specifications shall be prepared in accordance with the City's latest edition of Standard
Specifications and Detail Plates for the public storm sewer through Lot 1 from Lake Drive to the
regional pond. Construction plans must be submitted three weeks prior to final plat
consideration for staff review and approval. Since there are public utility improvements involved
Southwest Tech Center
July 7, 1999
Page 5
with the project the applicant shall enter into a development contract with the City and provide
the necessary financial security to guarantee installation of the public improvements and
conditions of plat approval.
As a result of site grading activities previously'on the site the regional pond suffered some
erosion problems which have yet to be resolved. Sand deltas have formed in front of the storm
sewer discharge points into the pond. The developer will be responsible for removing these
deltas in conjunction with development of the site.
EROSION CONTROL
The preliminary erosion control plan appears to be in general accordance with the City's Best
Management Practice Handbook. Staff recommends that a temporary sediment basin be
constructed during the initial phase of site grading to collect sediment before reaching the
regional pond and rock construction entrances at the construction access points along Lake Drive.
The rock construction entrances shall be maintained until the driveways and parking lots have
been paved with a bituminous surface. Hay bales, rock filer dikes and/or silt fence shall be
installed around all catch basins until the parking lots have been paved with bituminous as well.
UTILITIES
Municipal sewer and water service is available to the site. Individual sanitary sewer and water
services have been extended to the lots from Lake Drive East. All sanitary sewer and water
improvements installed outside the City's right-of-way for Lake Drive East shall be considered
private and not maintained by the City. These utilities will be inspected by the City's Building
Department. The utility improvements shall be constructed in accordance with the City's latest
edition of Standard Specifications and Detail Plates and/or State Plumbing Codes. Fire hydrant
locations throughout the site will be subject to City Fire Marshall approval.
STREETS
The project is proposed to be accessed from Lake Drive East which is a municipal state-aid route
and listed in the city's comprehensive plan as a collector class I. All new driveway access points
off of Lake Drive East shall be reviewed at time of site plan submittal. No driveway access shall
be permitted from Dell Road.. Staff does suggest that the existing driveway access to Dataserv's
easterly parking lot (Lot 4) which is not utilized should be abandoned due to the steep grade and
geometric. All driveway access points onto Lake Drive East shall incorporate the City's industrial
driveway apron (Detail Plate No. 5207).
Pedestrian traffic should be of consideration with this development. Currently there is an
existing 6-foot wide sidewalk along the north side of Lake Drive East and none along the south
side. It is not uncommon to have sidewalk along both sides of a collector road such as Lake
Drive East.
Southwest Tech Center
July 7, 1999
Page 6
The applicant shall be responsible for relocating any street lights along Lake Drive East. Staff
recommends that the applicant look at driveway accesses to avoid impacting the existing street
lights.
In conjunction with the development of Chanhassen East Business Center, staff had a traffic
study prepared for the region. The traffic study indicated acceptable levels of traffic (service)
through the initial phases of Chanhassen East Business Center. The traffic study also indicated
the need for a semaphore at the intersection of Lake Drive East and Dell Road in the future. This
is all dependent upon phasing or timing of this development and the extension of Dell Road
southerly to Highway 212. The development contract for Chanhassen East Business Center
which included this property did have the requirement that the properties shall be responsible for
their fair share of the cost for future installation of a traffic signal at the intersection of Dell Road
and Lake Drive East. Security to guarantee payment for the developer's share of the traffic signal
will be required in the development contract.
LANDSCAPING
'The site landscaping will be addressed in detail with the site plan application.
LIGHTING
Street lights consistent with Lake Drive East will be at 200 feet intervals, staggered from one side
to the other.
SIGNAGE
One ground low profile Industrial Office Park identification sign is permitted. The area of the
sign may not exceed 80 square feet and a height of 8 feet.
Also, one ground low profile business sign shall be permitted for each building. The sign shall
not exceed sixty-four square feet in sign display area not be greater than eight feet in height.
Such sign shall be located at least ten feet from any property line.
Also, one wall mounted sign per business shall be permitted per street frontage. The total display
area shall not exceed 15% of the total area of the building wall upon which the signs are
mounted. No sign may exceed 90 square feet.
The applicant must obtain a sign permit prior to erecting the signs on site. One stop sign must be
posted on the driveway at the exit point of all sites. A detailed sign plan incorporating the
method of lighting, acceptable to staff should be provided prior to requesting a building permit.
Southwest Tech Center
July 7, 1999
Page 7
COMPLIANCE TABLE - IOP DISTRICT
SUBDIVISION COMPLIANCE TABLE - IOP DISTRICT
Lot Lot Lot
Area Width Depth
Ordinance 1 acre 150' 200'
BLOCK 1
Lot 1 7.03 451' 588'
Lot 2 4.47 308' 625'
Lot 3 4.51 301' 625'
Lot 4 3.98 230' 640'
Lot 5 19.50 1,139' 672'
PARK AND TRAIL DEDICATION FEES
The City is requiring that park and trails fees be submitted in lieu of park land. Fees are to be
paid in accordance to city ordinance. One third of the fees will be required at the time of final
plat recording.
VACATION
There is an existing utility and drainage easement over Lots 1 and 2. The drainage swale is being
abandoned and therefore, the existing easement may be vacated. Staff is recommending the
easement be vacated.
RECOMMENDATION
Staff recommends the Planning Commission adopt the following motion:
SUBDIVISION
"The Planning Commission approves the preliminary plat for Subdivision #99-8 for Southwest
Tech Center as shown on the plat received June 4, 1999 with the following conditions:
All areas disturbed as a result of construction activities shall be immediately restored with
seed and disc-mulched or wood-fiber blanket or sod within two weeks of completion of
each activity in accordance with the City's Best Management Practice Handbook.
Southwest Tech Center
July 7, 1999
Page 8
o
ge
o
10.
All utility improvements shall be constructed in accordance with the latest edition of the
City's Standard Specifications and Detail Plates or State Plumbing Codes. Detailed utility
plans and specifications shall be submitted in conjtmction with final plat approval for staff
review and City Council approval. The private utilities will be inspected by the City's
Building Department. The applicant and/or builder shall be responsible for obtaining the
necessary permits from the City.
The applicant shall provide detailed storm sewer calculations and drainage maps for 1 O-year
and 100-year storm events for the City Engineer to review and approve prior to final plat
approval.
The applicant shall enter into a development contract with the City and provide the
necessary financial security to guarantee compliance with the terms of the development
contract.
The applicant shall apply for and obtain permits from the appropriate regulatory agencies,
i.e. Carver County, Watershed District, Metropolitan Waste Control Commission, Health
Department and Minnesota Pollution Control AgencY and comply with their conditions of
approval.
The appropriate drainage and utility easements should be dedicated on the final plat for all
utilities and ponding areas lying outside the right-of-way. The easement width shall be a
minimum of 20 feet wide depending on pipe depth. Consideration shall also be given for
access for maintenance of the ponding areas. The developer shall be responsible for
acquiring any easements outside the plat prior to recording the final plat
No berming or landscaping will be allowed within the right-of-way. Landscape materials
shall not be placed within drainage swales or over utility lines. The applicant may place
landscape materials within the drainage and utility easement conditioned upon the applicant
entering into an encroachment agreement with the City.
The lowest floor elevation of all buildings adjacent to wetlands and storm ponds shall be a
minimum of 2 feet above the 100-year high water level.
The applicant shall report to the City Engineer the location of any drain tiles found during
construction and shall re-locate or abandon the drain tile as directed by the City Engineer.
The installation of traffic signals at the intersection of Lake Drive East and Dell Road is
expected in the future. The developer shall be responsible or share the local cost
participation of this signal on a percentage basis based upon traffic generation from full
development of this site in relation to the total traffic volume of Dell Road. Security or
other acceptable means to guarantee payment for the developer's share of this traffic signal
for the entire development will be required.
Southwest T¢ch Center
July 7, 1999
Page 9
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
If importing or exporting of earthwork materials is necessary, a haul route and traffic control
plan shall be submitted to the City for review and approval prior to construction
commencing.
All driveway access points onto Lake Drive East shall incorporate the City's industrial
driveway apron (Detail Plate No. 5207).
Cross access and maintenance agreements with the city shall be prepared and recorded
against Lots 1 and 2 for the city The City shall be included in the use for accessing the
regional storm water pond.
The existing driveway access to Lot 5 shall be abandoned or reconfigured to
accommodate emergency vehicle access.
The developer shall be responsible to obtain a temporary construction easement from the
property/properties for the storm sewer construction south of Lot 3 in the City of Eden
Prairie.
The rock construction entrances shall be shown on the Erosion control plans at every
construction access point. The rock construction entrances shall be maintained until all
disturbed areas are revegetated. All catch basin inlets shall be protected with silt fence,
rock filter dikes or hay bales as well.
Pedestrian access to and along Lake Drive East shall be incorporated in the site plan
design process for each lot.
The developer shall review the site conditions prior to construction for existing erosion
control problems or damaged streets and utility improvements. Once construction
activities commence the developer assumes full responsibility for site conditions and any
corrections prior to issuance of a certificate of occupancy. The developer will be
responsible for removing the sand deltas in the regional pond and repair the associated
erosion problem in conjunction with development of site.
Increase berm height along the south property line adjacent to Lots 1 and 2 by three feet.
Park and trail dedication fees to be collected per city ordinance.
The applicant shall enter into a development contract with the City and provide the
necessary financial security to guarantee compliance with the terms of the development
contract.
The appropriate drainage and utility easements should be dedicated on the final plat for all
utilities and ponding areas lying outside the right-of-way. The easement width shall be a
Southwest Tech Center
July 7, 1999
Page 10
minimum of 20 feet wide over the trunk storm sewer line. Consideration shall also be given
for access for maintenance of the ponding areas.
23. The property lines Lots 1 and 2, and Lots 3 and 4, shall be made straight.
24.
The proposed Industrial development of 39.39 net developable acres is responsible for a
water quality connection charge of $93,957 and a water quantity fee of $88,421. The
applicant will be eligible for credit to the water quantity fee based on oversizing the design
of the trunk storm sewer system. These fees are payable to the City prior to the City filing
the final plat."
II. VACATION
"The City Council approves Vacation 99-2 of the utility and drainage easements over Lots 1 and 2
subject to the following condition:
The applicant shall provide the city with the legal description of the easements proposed
to be vacated."
ATTACHMENTS
1. Plans received June 4, 1999.
\\cfs l\vol2\plan\sa\sw tech center.doc
MEMORANDUM
CITYOF
CHANHASSEN
690 Cig Center Drive, PO Box 147
Chanhassen, Minnesota 55317
Phone 612937.1900
General Fax' 612.937.5739
Engineering Fax 612. 937. 9152
Pnblic SafeO, £,x 612.934.2524
Web www. d. chanhassen, mn. us
TO:
FROM:
DATE:
SUB J:
Sharmin A1-Jaff, Senior Planner
Dave Hempel, Assistant City Engineer
July 1, 1999
Review of Preliminary Plat for Southwest Tech Center
LUR File 99-26
Upon review of the preliminary plat drawings prepared by RLK and Associates
dated June 17, 1999, I offer the following comments and recommendations:
GRADING
The site was graded with the previous development (CSM/Chanhassen East
Business Center). A regional storm water pond was constructed over the easterly
portion of Lot 1. The pond receives storm water runoff from this proposed
development as well as CSM development north of Lake Drive East. In addition,
the City of Eden Prairie contributes some drainage from the south. The
preliminary grading plan proposes to "bench" in the site in order to develop
building pads and parking lots and conform to the neighborhood topography.
Based on the grading plan quite a bit of earthwork will be necessary to prepare the
site for development. If exporting or importing of earthwork material is necessary,
a haul route and traffic control plan will be needed to be submitted to the City for
review and approval prior to construction commencing.
The site contains existing berms and landscaping along the south property line.
The plans propose on modifying the size of these berms; however, there are
limitations due to the existing landscaping and property lines. Generally, the
existing berms are proposed to be increased in height from a range of four to ten
feet. The berms will provide a screening of two to ten feet along the southerly
property line from the building's fa'st floor elevations except for Lots 1 and 2.
The berming along this area is proposed at 0.5 feet to two feet above the proposed
first floor elevation on Lot 1. Staff believes the berming in this area can be
increased three feet without impacting existing landscaping or a combination of
lowering the fa'st floor elevation on Lots 1 and 2. Individual berms are proposed
along Lake Drive East to provide some buffering from Lake Drive East. Grading is
proposed in front of the existing building on Lot 5 for future parking which
encroaches setbacks.
DRAINAGE
In conjunction with the Chanhassen East Business Center the regional pond on Lot
1 was constructed to collect the runoff from this development as well. An existing
drainage swale runs through Lots 1 and 2. This drainage swale will be replaced
The City of Chanhassen. A ~rowing gommunit~, with clean lakes, euali~, schooh, a chamdn~ downtown, thdvine businesses, and beauti/~d varks. A ereat ~lace to live. work, and pL
Sharmin Al-Jaff
July 1, 1999
Page 2
with a trunk storm sewer system which will convey the runoff from Lake Drive
and other properties into the regional storm water pond on Lot 1 for pretreatment.
The applicant will be entitled to credits against their surface water management
fees (SWMP) with the installation of this trunk storm sewer pipe. Credits will be
applied to the applicant's SWMP fees based on the cost difference between 24-inch
pipe and the proposed pipe. The. other storm sewer systems within the
development will be considered private and owned and maintained by the property
owners. The site receives storm water runoff from Eden Prairie to the south of the
development. This drainage is proposed to be collected in the storm sewer system
and conveyed to a regional pond to maintain the neighborhood drainage pattern.
Drainage easements will need to be dedicated on the final plat to maintain drainage
through the property. Based on the plans it appears a storm sewer line is proposed
to be extended into the backyard areas, south of Lot 4, to convey runoff from the
Eden Prairie resident's property. This drainage connection to Eden Prairie will
require a temporary construction easement from the impacted residents. The
applicant will need to acquire the necessary construction easements from the
property owners to perform the work prior to final plat recording.
The applicant will need to submit to the City detailed storm drainage calculations
and drainage maps for a 10 and 100-year storm event, 24-hour duration, for staff
review and approval in conjunction with final plat consideration. In addition,
detailed construction plans and specifications shall be prepared in accordance with
the City's latest edition of Standard Specifications and Detail Plates for the public
storm sewer through Lot I from Lake Drive to the regional pond. Construction
plans must be submitted three weeks prior to final plat consideration for staff
review and approval. Since there are public utility improvements involved with the
project the applicant shall enter into a development contract with the City and
provide the necessary financial security to guarantee installation of the public
improvements and conditions of plat approval.
As a result of site grading activities previously on the site the regional pond
suffered some erosion problems which have yet to be resolved. Sand deltas have
formed in front of the storm sewer discharge points into the pond. The developer
will be responsible for removing these deltas inconjunction with development of
the site.
EROSIONCONTROL
The preliminary erosion control plan appears to be in general accordance with the
City's Best Management Practice Handbook. Staff recommends that a temporary
sediment basin be constructed during the initial phase of site grading to collect
sediment before reaching the regional pond and rock construction entrances at the
construction access points along Lake Drive. The rock construction entrances
Sharmin A1-Jaff
July 1, 1999
Page 3
shall be maintained until the driveways and parking lots have been paved with a
bituminous surface. Hay bales, rock filer dikes and/or silt fence shall be installed
around all catch basins until the parking lots have been paved with bituminous as
well.
UTILITIES
Municipal sewer and water service is available to the site. Individual sanitary
sewer and water services have been extended to the lots from Lake Drive East.
All sanitary sewer and water improvements installed outside the City's right-of-way
for Lake Drive East shall be considered private and not maintained by the City.
These utilities will be inspected by the City's Building Department. The utility
improvements shall be constructed in accordance with the City's latest edition of
Standard Specifications and Detail Plates and/or State Plumbing Codes. Fire
hydrant locations throughout the site will be subject to City Fire Marshall
approval.
STREETS
The project is proposed to be accessed from Lake Drive East which is a municipal
state-aid route and listed in the city's comprehensive plan as a collector class I. All
new driveway access points off of Lake Drive East shall be reviewed at time of site
plan submittal. No driveway access shall be permitted from Dell Road.. Staff does
suggest that the existing driveway access to Dataserv's easterly parking lot (Lot 4)
which is not utilized should be abandoned due to the steep grade and geometric.
All driveway access points onto Lake Drive East shall incorporate the City's
industrial driveway apron (Detail Plate No. 5207).
Pedestrian traffic should be of consideration with this development. Currently
there is an existing 6-foot wide sidewalk along the north side of Lake Drive East
and none along the south side. It is not uncommon to have sidewalk along both
sides of a collector road such as Lake Drive East.
The applicant shall be responsible for relocating any street lights along Lake Drive
East. Staff recommends that the applicant look at driveway accesses to avoid
impacting the existing street lights.
In conjunction with the development of Chanhassen East Business Center, staff
had a traffic study prepared for the region. The traffic study indicated acceptable
levels of traffic (service) through the initial phases of Chanhassen East Business
Center. The traffic study also indicated the need for a semaphore at the
intersection of Lake Drive East and Dell Road in the future. This is all dependent
upon phasing or timing of this development and the extension of Dell Road
Sharmin A1-Jaff
July 1, 1999
Page 4
southerly to Highway 212. The development contract for Chanhassen East
Business Center which included this property did have the requirement that the
properties shall be responsible for their fair share of the cost for future installation
of a traffic signal at the intersection of Dell Road and Lake Drive East. Security to
guarantee payment for the developer's share of the traffic signal will be required in
the development contract.
RECOMMENDED CONDITIONS OF APPROVAL
All areas disturbed as a result of construction activities shall be immediately
restored with seed and disc-mulched or wood-fiber blanket or sod within two
weeks of completion of each activity in accordance with the City's Best
Management Practice Handbook.
All utility improvements shall be constructed in accordance with the latest
edition of the City's Standard Specifications and Detail Plates or State
Plumbing Codes. Detailed utility plans and specifications shall be submitted in
conjunction with final plat approval for staff review and City Council approval.
The private utilities will be inspected by the City's Building Department. The
applicant and/or builder shall be responsible for obtaining the necessary permits
from the City.
The applicant shall provide detailed storm sewer calculations and drainage
maps for 10-year and 100-year storm events for the City Engineer to review
and approve prior to final plat approval.
The applicant shall enter into a development contract with the City and provide
the necessary financial security to guarantee compliance with the terms of the
development contract.
o
The applicant shall apply for and obtain permits from the appropriate
regulatory agencies, i.e. Carver County, Watershed District, Metropolitan
Waste Control Commission, Health Department and Minnesota Pollution
Control Agency and comply with their conditions of approval.
o
The appropriate drainage and utility easements should be dedicated on the final
plat for all utilities and ponding areas lying outside the right-of-way. The
easement width shall be a minimum of 20 feet wide depending on pipe depth.
Consideration shall also be given for access for maintenance of the ponding
areas. The developer shall be responsible for acquiring any easements outside
the plat prior to recording the final plat
Sharmin A1-Jaff
July 1, 1999
Page 5
10.
11.
12.
13.
14.
15.
16.
No berming or landscaping will be allowed within the right-of-way. Landscape
materials 'shall not be placed within drainage swales or over utility lines. The
applicant may place landscape materials within the drainage and utility
easement conditioned upon the applicant entering into an encroachment
agreement with the City.
The lowest floor elevation of all buildings adjacent to wetlands and storm
ponds shall be a minimum of 2 feet above the lO0-year high water level.
The applicant shall report to the City Engineer the location of any drain tiles
found during construction and shall re-locate or abandon the drain tile as
directed by the City Engineer.
The installation of traffic signals at the intersection of Lake Drive East and Dell
Road is expected in the future. The developer shall be responsible or share the
local cost participation of this signal on a percentage basis based upon traffic
generation bom full development of this site in relation to the total traffic
volume of Dell Road. Security or other acceptable means to guarantee
payment for the developer's share of this traffic signal for the entire
development will be required.
If importing or exporting of earthwork materials is necessary, a haul route and
traffic control plan shall be submitted to the City for review and approval prior
to construction commencing.
All driveway access points onto Lake Drive East shall incorporate the
City's industrial driveway apron (Detail Plate No. 5207).
Cross access and maintenance agreements with the city shall be prepared
and recorded against LOts 1 and 2 for the city The City shall be included in
the use for accessing the regional storm water pond.
The existing driveway access to Lot 5 shall be abandoned or reconfigured
to accommodate emergency vehicle access.
The developer shall be responsible to obtain a temporary construction
easement from the property/properties for the storm sewer construction
south of Lot 3 in the City of Eden Prairie.
The rock construction entrances shall be shown on the Erosion control
plans at every construction access point. The rock construction entrances
shall be maintained until all disturbed areas are revegetated. All catch basin
Sharmin A1-Jaff
July 1, 1999
Page 6
inlets shall be protected with silt fence, rock filter dikes or hay bales as
well.
17.
Pedestrian access to and along Lake Drive East shall be incorporated in
the site plan design process for each lot.
18.
The developer shall review the site conditions prior to construction for
existing erosion control problems or damaged streets and utility
improvements. Once construction activities commence the developer
assumes full responsibility for site conditions and any corrections prior to
issuance of a certificate of occupancy. The developer will be responsible
for removing the sand deltas in the regional pond and repair the associated
erosion problem inconjunction with development of site.
19.
Increase berm height along the south property line adjacent to Lots 1 and 2
by three feet.
c: Anita Benson, City Engineer
g:Xeng~ave'lx:Xchanpoint e.doc
NOTICE OF PUBLIC HEARING
PLANNING COMMISSION MEETING
WEDNESDAY, JULY 7, 1999 AT 7:00 P.M.
CITY HALL COUNCIL CHAMBERS
690 CITY CENTER DRIVE
PROPOSAL: Request for Subdivision
APPLICANT: CSM Corporation
LOCATION: So. of Lake Drive East
and west of Dell Road
NOTICE: You are invited to attend a public hearing about a proposal in your area. The
applicant, CSM Corporation, is requesting preliminary plat to replat Lot 1 (39.49 acres),
Block 2, Chanhassen East Business Center into 5 lots and vacation of existing drainage and
utility easements on property zoned lOP, Industrial Office Park and located south of Lake Drive
East and west of Dell Road, Southwest Tech Center.
What Happens at the Meeting: The purpose of this public hearing is to inform you about the
developer's request and to obtain input from the neighborhood about this project. During the
meeting, the Commission Chair will lead the public hearing through the following steps:
1. Staff will give an overview of the proposed project.
2. The Developer will present plans on the project.
3. Comments are received from the public.
4. Public hearing is closed and the Commission discusses project.
make a recommendation to the City Council.
The commission will then
Questions and Comments: If you want to see the plans before the meeting, please stop by City
Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to
someone about this project, please contact Sharmin at 937-1900 ext. 120. If you choose to
submit written comments, it is helpful to have one copy to the department in advance of the meeting.
Staff will provide copies to the Commission.
Notice of this public hearing has been published in the Chanhassen Villager on June 24, 1999.
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8074 LONG MEADOW PCINTE
EDEN PRAIRIE MN 55347
61 18-116-22 23 0014
HEN;R¥ ~ MAREE SIYPU/A
8086 CURRANT PL
EDEN PRAIRIE MN 55347
61 18-116-22 24 0048
JEFFREY C & WENDY J OLSON
18678 WYNNFIELD RD
EDEN PRAIRIE MN 55347
61 18-116-22 23 0039
DAVID F ~ MONA J KOEBELE
19187 POPLAR CIR
EDEN PRAIRIE MN 55347
61 18-116-22 24 0052
JANET B £ GREGORY D PALMER
18766 WYNNFIEL~ RD
EDEN PRAIRIE MN 55347
61 18-116-22 23 0043
ROBERT O & LOUISE A ROZANSKI
19186 POPLAR CIR
EDEN PRAIRIE MN 55347
61 18-116-22 24 0056
LEE T & JAN B EHRESMAN
18723 WYNNFI~LD RD
ECFN PRAIRIE MN 55347
61 18-116-22 23 0047
JAMES T ~ PATRICIA M URLICK
18986 WYNNFIELC R0
EDEN PRAIRIE MN 5534?
61 18-116-22 24 0060
RICHARD A/JANET L ANESHANSEL
8115 CURRANT PL
EDEN PRAIRIE MN 55347
61 18-116-22 23 0051
TOOD ~ JENNIFER WITCRAFT
18598 WYNNFIELD R0
EDEN PRAIRIE MN 55347
61 18-116--22 24 0077
~AVID R & SUSA~ B FISCHER
8034 SPRUCE TR
EDEN PRAIRIE MN 5534?
61 18-116-22 23 0059
KEVIN L MACDONALD SWAN
19108 MAGENTA BAY
EDEN PRAIRIE MN 55347
61 18-116-22 24 0086
KRAIG O g LYNN M 8ROSE
8019 SPRUCE TR
EDEN PRAIRIE MN 55347
61 18-116-22 23 0063
OAVID d F GROSS
18921 WYNNFIELO RD
EDEN PRAIRIE MN 55347
61 18-116-22 24 0002
JILL LAMBER
8009 HEMLOCK CIR
EDEN PRAIRIE MN 55347
61 18-116-22 24 0006
PETER d ESSEX III
18528 WYNNFIELD RD
EDEN PRAIRIE MN 5534?
61 1~-I16-22 24 0010
JAMES E RUCHIE
8055 LONG MEADOW PCINTE
EDEN PRAIRIE MN 55347
14 18-116-22 21 0003
CSM INVESTORS
2575 UNIVERSITY AVE W #150
ST PAUL MN 55114
14 18-116-22 21 0004
CSM INVESTORS INC
2575 UNIVERSITY AVE W #150
ST PAUL MN 55114
14 15-116-22 22 0004
CSM INVESTORS
2575 UNIVERSITY AVE W #150
ST PAUL MN 55114
14 18-116-22 22 000
CSM INVESTORS INC
2575 UNIVERSITY AVE W #150
ST PAUL MN 55114
~4 18-116-22 22 0006
CSM CORP
2575 UNIVERSITY AVE W #150
ST PAUL MN 55114
61 18-116-22 12 0022
B N HURKADLI E A M HURKADLI
18316 CROIXWOOD LA
Er)EN PRAIRIE MN 5534?
61 18-116-22 12 0025
R00NEY & JACOLYN LEI P-OLD
18344 CROIXWOOO LA
EDEN PRAIRIE MN 55347
61 18-116-22 12 0024
B D BRUBAKER & T L BRUBAKER
7103 SUNSHINE DR
EDEN PRAIRIE MN 55546
61 18-116-22 12 0139
wARY E MCKINSEY
15320 CASCADE DR
EDEN PRAIRIE MN 55347
61 18-116-22 12 0140
ARLEANE ERICKSON
18296 CASCADE DR
EDEN PRAIRIE MN 55347
61 18-116-22 12 0141
P J PESHECK £ L S LARSON
18294 CASCADE DR
EDEN PRAIRIE MN 55347
61 18-116-22 12 0143
THCHAS J DECK
1~290 CASCADE D~
EDEN PRAIRIE ~N 55347
61 18-116-22 12 0144
FRANK D BOURN
13266 CASCADE OR
Eg~N PRAIRIE MN 55.347
61 18-116-22 12 0145
KOREY D STRINGER
18264 CASCADE OR
EDEN PRAIRIE MN 55347
61 18-116-22 12 0147
C L ~EVAN r~ C ~ C MONDYKE
j18260 CASCADE OR
JEDEN P~AIRIE MN 55347
161 15-116-22 12 0157
KINDERCAR~ REAL ESTAT~ CORP
,2400 PRESIUENTS D~
iNONTGQMERY AL 36102
61 15-116-22 13 0016
RANOAL A/CYNTHIA R BOTTELSON
8084 CRESCENT CT
EDEN PRAIRIE MN 55347
161 18-116-22 23 0005
SCOTT F OUINLAN
18810 WYNNFIELD RD
EDEN PRAIRIE MN 5534.7
61 18-116-22 23 0009
P K RCHOLT & P F SELTEN
8103 CURRANT ~L
EDEN PRAIRIE MN 55347
61 18-116-22 12 0148
NICHDLAS C OLSEN
18258 CASCAOE OR
EDEN PRAIRIE MN 55347
61 18-116-22 13 0010
CARL A ~ SHARON L BORINE
18285 CR.DIXWOOD LA
EDEN PRAIRIE MN 55347
61 18-116-22 13 '0017
~ICHAEL P & JOD~ MCMAHON
80?2 CRESCENT CT
EDEN PRAIRIE MN 55347
61 18-116-22 23 0006
MICHAEL J & PAULA J ROCK
18832 WYNNFIELD RD
EDEN PRAIRIE MN 55347
61 18-116-22 23 0012
JEFFREY J & DEANNA P KERR
8102 CURRANT PL
EDEN PRAIRIE MN 55347
61 18-116-22 12 0149
WILLIAM R & ~ARBARA J BURG
18256 CASCADE DR
EDEN PRAIRIE MN 55347
61 18-116-22 13 0011
CHUN WI SHEN E JUNKO ABE
18311 CROIXWOOD LA
EDEN PRAIRIE MN 55347
61 18-116-22 13 O018
PAUL G & LORI J JOHNSON
8060 CRESCENT CT
EDEN PRAIRIE MN 5534?
61 18-116-22 23 0007
JOHN & SUSAN KRUSE
18854 WYNNFIELD RD
EDEN PRAIRIE MN 55347
61 18-116-22 23 0013
THOMAS K & DEBORAH A ~ILLER
8094 CURRANT PL
EDEN PRAIRIE MN 55347
61 18-116-22 23 0036
SCOTT C LUTZ
MAUREEN B MARA
19133 MAGENTA BAY
EDEN PRAIRIE HN 55347
61 18-116-22 23 0040
EDWARD A NEER JR
ADRIEHNE KOSTNER NEER
19193 POPLAR CIR
EDEN PRAIRIE MN 55347
18-116-22 23 0044
GREr~ORY L [ RUTH M HALLPERG
19180 POPLAR CIR
EDEN PRAIRIE MN 55347
61 18-116-22 23 0037
JAMES ~ SARAH SCHASER
19151 MAGENTA BAY
EDEN PRAIRIE MN 55347
61 18-116-22 23 0041
0 BRADLEY DODOS
19199 POPLAR CIR
EDEN PRAIRIE MN 55347
61 18-116-22 23 0045
SCOTT R £ ANN M MIKKELSON
19174 POPLAR CIR
EDEN PRAIRIE MN 55347
61 18-116-22 23 0038
RAYMOND/CATHERINE A LAMOVEC
19175 POPLAR CIR
EDEN PRAIRIE MN 55347
61 18-116-22 23 0042
PAUL J C ALTHEA P LARSON
19192.POPLAR CIR
EDEN PRAIRIE MN 55347
61 18-116-22 23 0046
STEVEN J [ LYNNE S MCCOY
19168 POPLAR CIR
EDEN PRAIRIE MN 55347
61 1_~-116-22 23 0048
MICHAEL J [ DIANA N H.4NLINE
18964 WYNNFI~=LD RO
EDEN PRAIRIE MN 55347
61 18-116-22 23 0049
JCHN J ~ BAIL M SWAIN
18942 WYNNFIELD RD
Ei.~EN PRAIRIE MN 55347
61 18-116-22 23 0050
TODD C [ RENATA A HONING
18920 WYNNFIELD RD
EDEN PRAIRIE MN 55347
61 18-116-22 23 0052
GARY [ PAULA SZALKIEWICZ
1887'6 WYNN~IELD RD
EDEN PRAIRIE MN 55347
61 18-116-22 23 0057'
M M CRICHTON & J A CRICHTON
19072 MAGENTA BAY
EDEN PRAIRIE MN 55347
61 15-116-22 23 0058
RICHARD J ~ HARGARET A MEYER
19090 MAGENTA BAY
EDEN PRAIRIE MN 55347
61 18-116-22 23 0060
CHARLES L 6 NARTHA D BERGREN
19144 ~AGENTA BAY
EDEN PRAIRIE MN 55347
61 18-116-22 23 0061
JOHN R ~ KATHRY~ A BORRELL
18g99 WYNNFIELO RD
EDEN PRAIRIE MN 55347
61 18-116-22 23 0062
C D HOLJE G S A HOLJE
18947 WYNNFIELD RD
ECEN PRAIRIE MN 55347
61 1~-116-22 23 0064
~ A ERICKSEN ~ 2: H QLLERMAN
18~95 NYNNFTEL3 RD
EDEN PRAIRIE MN 55347
61 15-116-22 23 0065
J A TAYLOR & A G ABOUELENEIN
18869 WYNNFIELD RD
EOEN PRAERIE MN 55347
61 18-116-22 ~4 0001
THOMAS ~ SUSAN YEZZI
~015 HEMLOCK CIR
EDEN PRAIRIE MN 55347
61 18-116-22 24 0003
S L HOLDHAN ~ D A HOLDMAN
~000 HEMLOCK CIR
EDEN PRAIRIE HN 55347
61 15-116-22 24 0004
S .r)AIVO & DAWN E ESPINDOLA
8006 HEMLOCK CIR
EDEN PRAIRIE MN 55347
61 18-116-22 24 0005
CATHERINE M PINSON
18500 WYNNFIELD RD
EDEN PRAIRIE MN 55347
61 1~-116-22 24 0007
MICHAEL ~ LAU&IE CAHP.~ELL
I~556 WYNNFIELO RD
E,~EN PRAIRIE ~N 55347
61 18-118-22 24 0008
NARY JC BUR~DORF
18584 WYNNFIEL0 RD
EDEN PRAIRIE MN 55347
61 18-116-22 24 0009
~ & M CLEARY
18612 WYNNFIELO RD
EOEN PRAIRIE MN 55347'
61 18-116-22 24 0011
EFONOA L SPROLES
$071 LONG MEAODW POINTE
EDEN PRAIP. IE MN 55347
61 18-116-22 24 0018
PHILLIP G & PATRICIA R ERNST
8106 LONG MEADOW POINTE
EDEN PRAI&IE HN 55347
61 18-116-22 24 0019
J & R EARL
8090 LONG HEADON POINTE
EDEN PRAIRIE MN 5534?
61 18-116-22 24 0021
MICHAEL K FRANK
8058 LONG MEADOW POINTE
EOEN PRAIRIE MN 55347
61 18-116-22 24 0046
LUIS & CAROLYN J PEREZ
18634 WYNNFIELD RD
EDEN PRAIRIE MN 55347
61 18-116-22 24 0047
M & E FLOM
18656 WYNNFIELD RD
EDEN PRAIRIE MN 55347
61 18-116-22 24 0049
D L BACHICHA ~ J J _~ACHICHA
10700 WYNNFIELO RD
EDEN PRAIRIE MN 55347
61 18-116-22 24 0050
PHILIP J & REBECCA L PECKER
18722 WYNNFIELD RD
EDEN PRAIRIE MN 55347
61 18-116-22 24 0051
SCOTT F & JEANNE A KNUTSON
18744 WYNNFIELD RD
EDEN PRAIRIE MN 55347
61 18-116-22 24 0053
STEVEN ALLAN ANDERSON
18788 WYNNFIELD RD
EDEN PRAIRIE MN 55347
51 18-116-22 24 0057
MARK J ~ COLLEEN M FELL~ER
18747 WYNNFIELD RD
EDEN PRAIRTE ~N 55347
61 18-116-22 24 0054
WILLIAM £ TERESA COSGROVE
18675 WYNNFIELO RD
EDEN PRAIRIE MN 55347
61 18-116-22 24 0058
BRADLEY F & KELLY L ROBBINS
18771 WYNNFIELD RD
EDEN PRAIRIE MN 55347
61 18-116-22 24 0055
LAWRENCE & MARIANNE SANDERS
18699 WYNNFIELD RD
EDEN PRAIRE MN 55347
61 18-116-22 24 0059
CRAIG R £ TYRA L BROSSEAU
18795 WYNNFIELD RD
EDEN PRAIRIE NN 55347
51 18-116-22 24 0061
qARK J & PATRTCIA L KITTOCK
)127 CURRANT PL
_-'DEN PRAIRIE .,"!N 55347
61 18-116-22 24 0075
TI~!4 L & SALLY J ADAMS
8010 SPRUCE TR
EDEN PRAIRIE MN 55347
61 18-116-22 24 0076
TODD & JULIE JOHNSON
8022 SPRUCE TRAIL
EDEN PRAIRIE 55347
18-116-22 24 0078
~AN-CHONG KUNS/~ H OE:3UOUE
~046 SPRUCE TR
~DEN PRAIRE :4N 5534?
1~-116-2~ 24 0087
~ERMAN ~ LESLIE ~LASING
½031 SPRU~._ TR
~DEN PRAIRIE Mq ~5347
61 18-116-22 24 0079
~RADLEY t. IEYER & HARY MEYER
8055 SPP, UCE TR
EDE~ PP, AI~IE MN 5534?
61 18-116-22 24 0088
MICHAEL ~ ELIZABETH FAHNING
~043 SPRUCE TR
~OEN PRAIRIE MN 55347
61 18-116-22 24 0085
ALBERT L & SUSAN A FEASTER
8007 SPRUCE TR
EDEN PRAIRIE MN 55347
TOTAL LABELS BATCH 503 00105
1~-116-22 13 0012
~K A & RENAE K LUEOTKE
'7 CRESCENT CT
iN PRAIRIE NN 55347
i 18-116-22 23 0003
'Y OF EDEN PRAIRIE
,0 MITCHELL RD
!N PRAIRIE MN 55344
! 18-116-22 23 0008
'ER L RUSSELL
~1 CURRANT PL
iN PRAZRIE ~N 55347
14 18-116-22 22 0002
CSM INVESTORS INC
% CS~ PROP INC/ATN O CARLAND
2575 UNIVERSITY AVE ~ #150
ST PAUL MN 55114
61 18-116-22 12 0021
JANES R 6 DONNA P KOEPPL
18288 CROIXWOOD LA
EDEN PRAIRIE MN 55347
, 61 18-116-22 12 0138
BARDARA J BOYLE
RICHARD F SMITH
18322 CASCADE DR
EDEN PRAIRIE MN 55347
61 18-116-22 12 0142
CHARLES & ETOPIA EVANS
18292 CASCADE DR
EDEN PRAIRIE MN 55347
61 18-116-22 12 0146
MARJORIE P SCHULTZ
18262 CASCADE DR
EDEN PRAIRIE MN 55347
61 18-116-22 12 0156
JAMES L OSTENSON
7808 CREEKRIDGE CIR #310
EOINA ~iN 55439