1f1. Chanhassen Pointe Business Ctr Final Plat Approval L=y CITY 0 F P.C. DATE: If _1
CUANUAEN C.C. DATE: 5=269
_ • CASE: 98-1 SUB
BY: Al-Jaff:v
STAFF REPORT
PROPOSAL: Final Plat to Subdivide 39.48 acres into 4 Lots, Chanhassen Pointe Business
Center
1-1 LOCATION: South of Lake Drive East, West of Dell Road, and North of Eden Prairie
Zi
Q APPLICANT : Welsh Construction Corp. MN/Chanhassen RFP Ill
0 8200 Normandale Blvd., Suite 200 L.L.Co., a Delaware L_LCo.
Minneapolis, MN 55437-1060 CO GE Investments
CL Greg Voss 3003 Summer Street
0. 897-7843 Stamford, CT 06905
4 (203)326 4064
PRESENT ZONING: IOP, Industrial Office Park
ACREAGE: 39.48 acres
ADJACENT ZONING
AND LAND USE: N-Lake Drive East
IS-Eden Prairie, Residential
E -Dell Road, Eden Prairie, Residential
W-Chanhassen Estates, Residential
Q SEWER AND WATER: Services are available to the site.
H
4, SITE CHARACTERISTICS: The site is an old farmstead. There is an existing office
industrial building on the west corner of the site.
11.1 2000 LAND USE: Office/Industrial and Residential Medium Density
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Chanhassen Pointe Business Center
May 26, 1998
Page 2
7
PROPOSAL/SUMMARY
•
On March 23, 1989,the City Council approved the preliminary plat for Subdivision #98-2 for
Chanhassen Pointe Business Center as shown on the plat received February 24, 1998 with the
following conditions:
1. Park and trail dedication fees to be collected per city ordinance.
', r 4.
This condition still applies.
2. ' The applicant shall dedicate cross-access easements into Lots 1 and 2, Block 1.
- -_ _: This condition has been modified to read "The applicant shall dedicate cross-access
=
easements and maintenance agreement over Lots 1 and 2,Block 1. The City shall also
. be included in the cross-access easement for purposes of access to the pond for
--_- _ - maintenance on Lot 1."
��3. 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. , -
This condition still applies.
4. 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.
This condition has been met.
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.
This condition still applies.
6. 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,Minnesota Pollution Control Agency, Minnesota Department of Natural
Resources,Army Corps of Engineers and Minnesota Department of Transportation and
- comply with their conditions of approval.
This condition still applies. _.
Chanhassen Pointe Business Center
May 26, 1998
Page 3
7. 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 over the trunk storm sewer line. Consideration shall also be given
for access for maintenance of the ponding areas.
This condition has been partially met. The developer needs to grant access to the City
through Lots 1 and 2 to access the pond on Lot 1 for maintenance purposes.
8. 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.
This condition still applies.
9. Existing wells and/or septic systems on site will have to be properly abandoned in
accordance to City and Minnesota Department of Health codes/regulations.
This condition still applies.
10. 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.
This condition has been modified to read "The proposed Industrial development of
;949 17.89 net developable assessable acres is responsible for a water quality connection
charge of$93,957 $82,884 and a water quantity fee of$88,421 $78,000. The applicant will
be eligible for credit to the water quantity fee based on oversizing the design of the trunk
storm sewer system. This credit equals $64,526,therefore,the total SWMP fee is
$96,358. These fees are payable to the City prior to the City filing the final plat."
11. 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.
This condition still applies.
12. 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 for a 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.
Chanhassen Pointe Business Center
May 26, 1998
Page 4
This condition has been modified to read"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 for a 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 to guarantee payment for
the developer's share of this traffic signal for the entire development will be required or
applicant shall agree to waive any and all procedural or substantive objections to the
special assessments for their fair share of the traffic signal at Dell Road and Lake
Drive East including,but not limited to, hearing requirements and any claims that the
assessment exceeds benefit to the property."
13. If exporting of earthwork materials is necessary,a haul route and traffic control plan shall
be submitted to the City for review and approval.
This condition still applies.
The applicant is requesting final plat approval to subdivide 39.49 acres into 4 lots. This
subdivision is consistent with the preliminary plat and staff is recommending approval.
SUBDIVISION
The subdivision request consists of subdividing 39.48 acres into four lots. Lots 1, 2, and 3 will
contain the proposed office warehouse buildings. Lot 4 will contain the existing DataSery
building. The zoning ordinance requires a minimum lot area of 1 acre. The lot areas are 8.71
acres for Lot 1, 5.45 ac. for Lot 2, 6.38 ac. for Lot 3, and 18.91 acres for Lot 4. The subdivision
request is a relatively straightforward action.
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.
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
final grading plan proposes to "bench" in the site in order to develop building pads and parking
lots and conform with the neighborhood topography. Based on the grading plan, quite a bit of
earthwork will be necessary to prepare the site for development. Exporting and importing of
earthwork material appears necessary. A haul route and traffic control plan will need to be
submitted to the City for review and approval prior to construction commencing. The site
Chanhassen Pointe Business Center
May 26, 1998
Page 5
contains some existing berms along the south property line. The plans propose on modifying the
length and height of some of the berms; however, there are limitations due to the existing
landscaping and property lines. Generally, the berms will be increased in height from two to six
feet. The berms will provide a screening of two to six feet along the southerly portion of the
project from the proposed first floor building elevations. Individual berms are proposed along
Lake Drive East to provide some buffering. Landscaping is also proposed on the berms to
increase the screening.
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 1 for pretreatment. The applicant has been credited for the installation of this trunk
storm sewer pipe against their surface water management fees (SWMP). Credits have been
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 are being dedicated on the final plat to maintain drainage through
the property. Based on the plans, it appears the drainage connection to Eden Prairie will require
a temporary construction easement outside the plat to connect to the existing storm sewer system.
The applicant will need to acquire the necessary construction easements from the property
owners to perform the work.
The applicant has submitted to the City detailed storm drainage calculations and drainage maps.
Staff has reviewed them and fmds them generally acceptable with minor modification. In
addition, detailed construction plans and specifications have been prepared in accordance with
the City's standard specifications and detail plates for the public storm sewer through Lots 1 and
2 from Lake Drive to the regional pond. Construction plans were returned for revisions and are
expected to be returned by Tuesday, May 26, 1998. 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.
EROSION CONTROL
The final erosion control plan is in general accordance with the City's Best Management Practice
Handbook. The plans propose on rock construction entrances at two locations along Lake Drive.
The rock construction entrances shall be maintained until the driveways and parking lots have
been paved with a bituminous surface. The applicant should be aware that existing erosion has
occurred from the drainage swales into the regional pond. The applicant is advised that it will be
Chanhassen Pointe Business Center
May 26, 1998
Page 6
their responsibility to review the erosion damage that has occurred and notify the City
accordingly to have this work completed prior to grading operations commencing or the
applicant will assume all responsibilities for cleaning and correcting the erosion problems around
the regional pond.
UTILITIES
Individual sanitary sewer and water services have been extended to the parcels 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 have been approved by the City's Fire Marshal.
STREETS
The project is proposed to be accessed through four new driveway access points off of Lake
Drive East. Staff has reviewed the locations of the driveway and are comfortable with their
locations. The existing driveway access to Dataserv's easterly parking lot(Lot 4)will be
abandoned due to the steep grade. Driveways and parking lots provide good traffic circulation
around the building sites. Cross-access and maintenance agreements will be needed for Lots 1
and 2. The City should also be included in this agreement to guarantee access to the storm pond
through Lots 1 and 2 to perform maintenance functions to the pond. The new driveway access
points along Lake Drive East may be in conflict with a City street light. The applicant shall be
responsible for relocating any street lights. Staff recommends that the applicant look at shifting
the common driveway access to Lots 1 and 2 easterly 5 feet plus or minus to avoid impacting the
existing street light.
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.
FINAL PLAT
The final plat needs to be revised to dedicate a 10-foot wide drainage and utility easement along
the front and rear property lines of Lot 4 and a 5-foot wide drainage and utility easement over the
west side of Lot 4.
Chanhassen Pointe Business Center
May 26, 1998
Page 7
WETLANDS
A wetland delineation report was prepared by John Anderson with Wetlands Data on December
20, 1995. He found one non jurisdictional wetland on site. The wetland is located southeast of
the DataSery 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 DataSery a Certificate of Exemption for the
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 17.89 acres which results in a water quality connection fee of$82,884.
A regional stormwater pond has been constructed for both water quality and quantity on lot one
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 17.89 acres
Chanhassen Pointe Business Center
May 26, 1998
Page 8
which results in a water quantity connection charge of$78,000. The oversizing and installation
of trunk storm sewer lines will be eligible for water quantity credit of$64,526 to the applicant.
The total SWMP charges for water quantity will be determined based on the cost of the trunk
lines.
COMPLIANCE TABLE - IOP DISTRICT
Ordinance Building 1 Building 2 Building 3
Lot Area l acre 8.71 acres 5.45 ac. 6.38 ac.
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.
RECOMMENDATION
"The City Council approves the Final Plat for Subdivision#98-2 for Chanhassen Pointe Business
Center as shown on the plat received, 1998 with the following conditions:
1. Park and trail dedication fees to be collected per city ordinance.
2. The applicant shall dedicate create cross-access easements
over Lots 1 and 2,Block 1 including maintenance provisions for the pond on Lot 1. The
City shall also be included in the cross-access easement for purposes of access to the pond
for maintenance on Lot 1. The City shall maintain said pond after the two year
warranty period terminates at its cost.
3. 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.
4. 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.
5. 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, Minnesota Pollution Control Agency, Minnesota Department of Natural
Resources,Army Corps of Engineers and Minnesota Department of Transportation and
comply with their conditions of approval.
Chanhassen Pointe Business Center
May 26, 1998
Page 9
6. 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.
7. Existing wells and/or septic systems on site will have to be properly abandoned in
accordance to City and Minnesota Department of Health codes/regulations.
8. The proposed Industrial development of 17.89 net assessable acres is responsible for a water
quality connection charge of$82,884 and a water quantity fee of$78,000. The applicant
will be eligible for credit to the water quantity fee based on oversizing the design of the
trunk storm sewer system. This credit equals$64,526,therefore, the total SWMP fee is
$96,358. These fees are payable to the City prior to the City filing the final plat.
9. 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.
10. 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 for a 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 to
guarantee payment for the developer's share of this traffic signal for the entire development
will be required or applicant shall agree to waive any and all procedural or substantive
objections to the special assessments for their fair share of the traffic signal at Dell Road
and Lake Drive East including,but not limited to,hearing requirements and any claims that
the assessment exceeds benefit to the property.
11. If exporting of earthwork materials is necessary,a haul route and traffic control plan shall
be submitted to the City for review and approval.
12. The applicant shall provide the city with the legal description of the easements proposed
to be vacated.
13. The final plat shall be revised to dedicate a 10-foot wide drainage and utility easement along
the front and rear lot line of Lot 4 and a 5-foot wide drainage and easement along the west
lot line of Lot 4.
14. 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.
15. The common driveway access to Lots 1 and 2 should be relocated to avoid conflict with
the existing street light on Lake Drive East.
Chanhassen Pointe Business Center
May 26, 1998
Page 10
16. The developer shall be responsible for obtaining a temporary construction easement from
the property/properties for the storm sewer construction south of Lot 3 in the City of Eden
Prairie.
17. 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.
18. The construction plans dated May 1, 1998 shall be revised per staff's comments and
revised plans submitted to the City by Tuesday, May 26, 1998."
ATTACHMENTS
1. Memo from Dave Hempel dated May 20, 1998
2. Final Plat
G:\plan\sa\chanpointe Final.doc
101
CITY OF MEMORANDUM
CHANHASSEN TO: Sharmin Al-Jaff, Planner II
City Center Drive,PO Box 147 FROM: Dave Hempel, Assistant City Engineer 1 j
lhanhassen,Minnesota 55317
Phone 612.937.1900 DATE: May 20, 1998
General Fax 612.937.5739
vineering Fax 612.937.9152 SUBJ: Review of Final Plat for Chanhassen Pointe Business Center
,blic Safety Fax 612.934.2524 Project No. 98-12
ieb www.ci.chanhassen.mn.us
Upon review of the final plat drawings prepared by RLK and Associates dated May 1,
1998, 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 final grading plan proposes to "bench"
in the site in order to develop building pads and parking lots and conform with the
neighborhood topography. Based on the grading plan,quite a bit of earthwork will be
necessary to prepare the site for development. Exporting and importing of earthwork
material appears necessary. A haul route and traffic control plan will need to be
submitted to the City for review and approval prior to construction commencing. The
site contains some existing berms along the south property line. The plans propose on
modifying the length and height of some of the berms; however,there are limitations
due to the existing landscaping and property lines. Generally,the berms will be
increased in height from two to six feet. The berms will provide a screening of two to
six feet along the southerly portion of the project from the proposed first floor building
elevations. Individual berms are proposed along Lake Drive East to provide some
buffering. Landscaping is also proposed on the berms to increase the screening.
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 1 for pretreatment. The
applicant has been credited for the installation of this trunk storm sewer pipe against
e City of Chanhassen.A growing community with clean lakes,quality schools,a charming downtown,thriving businesses,and beautif d parks.A great place to line, work,and play.
Sharmin Al-Jaff
May 20, 1998
Page 2
their surface water management fees (SWMP). Credits have been 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 are
being dedicated on the final plat to maintain drainage through the property. Based on
the plans,it appears the drainage connection to Eden Prairie will require a temporary
construction easement outside the plat to connect to the existing storm sewer system.
The applicant will need to acquire the necessary construction easements from the
property owners to perform the work.
The applicant has submitted to the City detailed storm drainage calculations and
drainage maps. Staff has reviewed them and finds them generally acceptable with
minor modification. In addition,detailed construction plans and specifications have
been prepared in accordance with the City's standard specifications and detail plates
for the public storm sewer through Lots 1 and 2 from Lake Drive to the regional pond.
Construction plans were returned for revisions and are expected to be returned by
Tuesday, May 26, 1998. 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.
EROSION CONTROL
The final erosion control plan is in general accordance with the City's Best
Management Practice Handbook. The plans propose on rock construction entrances
at two locations along Lake Drive. The rock construction entrances shall be
maintained until the driveways and parking lots have been paved with a bituminous
surface. The applicant should be aware that existing erosion has occurred from the
drainage swales into the regional pond. The applicant is advised that it will be their
responsibility to review the erosion damage that has occurred and notify the City
accordingly to have this work completed prior to grading operations commencing or
the applicant will assume all responsibilities for cleaning and correcting the erosion
problems around the regional pond.
Sharmin Al-Jaff
May 20, 1998
Page 3
UTILITIES
Individual sanitary sewer and water services have been extended to the parcels 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 have been approved by the City's Fire Marshal.
STREETS
The project is proposed to be accessed through four new driveway access points off of
Lake Drive East. Staff has reviewed the locations of the driveway and are comfortable
with their locations. The existing driveway access to Dataserv's easterly parking lot
(Lot 4) will be abandoned due to the steep grade. Driveways and parking lots provide
good traffic circulation around the building sites. Cross-access and maintenance
agreements will be needed for Lots 1 and 2. The City should also be included in this
agreement to guarantee access to the storm pond through Lots 1 and 2 to perform
maintenance functions to the pond. The new driveway access points along Lake Drive
East may be in conflict with a City street light. The applicant shall be responsible for
relocating any street lights. Staff recommends that the applicant look at shifting the
common driveway access to Lots 1 and 2 easterly 5 feet plus or minus to avoid
impacting the existing street light.
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.
Sharmin Al-Jaff
May 20, 1998
Page 4
FINAL PLAT
The final plat needs to be revised to dedicate a 10-foot wide drainage and utility
easement along the front and rear property lines of Lot 4 and a 5-foot wide drainage
and utility easement over the west side of Lot 4.
RECOMMENDED CONDITIONS OF APPROVAL
1. The final plat shall be revised to dedicate a 10-foot wide drainage and utility
easement along the front and rear lot line of Lot 4 and a 5-foot wide drainage and
easement along the west lot line of Lot 4.
2. 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.
3. The common driveway access to Lots 1 and 2 should be relocated to avoid
conflict with the existing street light on Lake Drive East.
4. The developer shall be responsible for obtaining a temporary construction
easement from the property/properties for the storm sewer construction south
of Lot 3 in the City of Eden Prairie.
5. 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.
6. The City shall be included in the use of the cross-access easement over Lots 1
and 2 to gain access to the storm water pond to perform maintenance
functions.
7. The construction plans dated May 1, 1998 shall be revised per staff's
comments and revised plans submitted to the City by Tuesday,May 26, 1998.
jms
c: Anita Benson, City Engineer
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