CC Staff Report 4-25-05
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MEMORANDUM
CITY OF
CHANHASSEN
TO:
Todd Gerhardt, City Manager
7700 Market Boulevard
PO Box 147
Chanhassen, MN 55317
FROM:
Bob Generous, Senior Planner
DATE:
April 25, 2005
cJ~
Administration
Phone: 952.227.1100
Fax: 952.227.1110
SUBJ:
Planning Case #05-12: Land Use Amendment, Subdivision and
Site Plan Approvals: Gateway East 2nd and East Water
Treatment Plant
Building Inspections
Phone: 952.227.1180
Fax 952.227.1190
EXECUTIVE SUMMARY
Engineering
Phone: 952.227.1160
Fax: 952.227.1170
Request for Land Use Amendment from Parks and Open Space to Commercial;
Subdivision approval for two lots and one outlot and Site Plan Review for a 12,500
square-foot building for a water treatment plant and an 8,100 square-foot back
wash tank.
Finance
Phone 952.227.1140
Fax 952.227.1110
Park & Recreation
Phone: 952.227.1120
Fax 952.227.1110
ACTION REQUIRED
City Council approval requires a majority of City Council present.
Recreation Center
2310 Coulter Boulevard
Phone: 952.227.1400
Fax: 952.227.1404
PLANNING COMMISSION SUMMARY
Planning &
Natural Resources
Phone: 952.227.1130
Fax: 952.227.1110
The Planning Commission held a public hearing on AprilS, 2005, to review the
proposed development. The Planning Commission voted 7 to 0 to approve the
proposed project including the land use amendment, subdivision and site plan. The
summary and verbatim minutes are included as item la of the April 25, 2005 City
Council agenda.
Public Works
1591 Park Road
Phone: 952.227.1300
Fax: 952.227.1310
RECOMMEND A TION
Senior Center
Phone 952.227.1125
Fax 952.227.1110
Staff recommends adoption of the motions beginning on page 8 of the staff
report dated AprilS, 2005.
Web Site
wl'/w.ci .chanhassen. mn. us
ATTACHMENTS
1. Planning Commission Staff Report Dated AprilS, 2005.
2. Letter from Juanita Voigt of MnDOT dated April 8,2005.
g:\plan\200S planning cases\OS-12 water treatment plant\executive summary. doc
The City of Chanhassen . A growing community with clean lakes, quality schools, a chamning downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play.
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CC DATE: April 25, 2005
REVIEW DEADLINE: May 3, 2005
CASE #: Planning Case #05-12
BY: RG,LH,ML,MS,JS,ST
CITY OF CHANHASSEN
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STAFF REPORT
PROPOSAL: Request for Land Use Amendment from Parks and Open Space to Commercial;
Subdivision approval for two lots, one outlot ailS fJ.ght øf 7:aJ' før "'IN@8t :Çltft~; and
Site Plan Review for a 12,500 square-foot building for a water treatment plant and an
8,100 square-foot back wash tank.
LOCATION: End of West 79th Street between Highway 5 and the Twin Cities and Western Railroad
right-of-way.
APPLICANT: City of Chanhassen
7700 Market Boulevard
P. O. Box 147
Chanhassen, MN 55317
(952) 227-1100
PRESENT ZONING: Highway and Business Services District, BH
2020 LAND USE PLAN: Parks and Open Space
ACREAGE: 3.94 DENSITY: F.A.R.0.18
SUMMARY OF REQUEST: The City is requesting subdivision approval to create two lots and one
outlot at the end of West 79th Street. On one lot, a water treatment facility is being proposed. The
second lot can either be sold or used by the City at a later date. The land use amendment would bring
the existing zoning and proposed and potential future uses of the property into compliance with one
another. The site plan approval is for the construction of the east water treatment plant with a variance
from the setback to West 79th Street.
LEVEL OF CITY DISCRETION IN DECISION-MAKING:
The City's discretion in approving or denying a preliminary plat is limited to whether or not the
proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it
meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision.
The City has a relatively high level of discretion in approving amendments because the City is acting in
its legislative or policy making capacity. An amendment must be consistent with the City's
Comprehensive Plan.
The City's discretion in approving or denying a site plan is limited to whether or not the proposed
project complies with Zoning Ordinance requirements. If it meets these standards, the City must then
approve the site plan. This is a quasi-judicial decision.
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Location Map
Water Treatment Plant
Planning Case No. 05-12
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Planning Commission
Planning Case No. 05-12
April 5, 2005
Page 2
PROPOSALÆUMMARY
The development proposal includes the subdivision of the three parcels constituting the property
creating two lots and an outlot with an easement for the extension of West 79th Street. Outlot A
contains a parking area. Lot 1 is proposed for the East Water Treatment Plant. Lot 2 may be sold
as a commercial property or used by the City at a later date. The property is zoned Highway and
Business Services District, but is guided parks and open space in the City's comprehensive plan.
In order to clarify the use of the site and make the land use consistent with the zoning of the
property, the land is being re-guided to commercial use.
The City is proposing a 12,500 square foot, one-story, 24-foot high water treatment facility with
an 8,100 square-foot back wash tank. The building meets the setback from Highway 5 and West
79th Street. Building materials consist of a light brown brick, limestone colored block, beige
concrete sill accent and glass block windows. The building elevations are highly articulated with
many h0l1zontal and vertical recesses and projections in the building façade. The roof consists of
standing seam metal over the eastern end of the building, a flat roof in the central portions of the
building, and a barrel metal roof over the loading dock area. A security system will be installed as
part of the building construction. The extent of the security system is still being evaluated.
The site is located on the eastern entrance to the City's downtown. The property becomes narrower
from west to east going from a width at its widest of approximately 195 feet down to a width of 100
feet. NOlth of the site is the Twin City and Western Railroad and West 78th Street and the end of
West 79tl1 Street. Highway 10 1 abuts the property to the east and Highway 5 abuts the property to
the south. The old Hanus building is located west of the site. The Highway 5 pedestrian bridge
intersects the western portion of the property, east of the proposed Water Treatment Plant building.
The high point of the site is at the pedestrian bridge at an elevation of 978 and then slopes to the
east, west and south. The low point on the property is in the southeast corner of the site at an
elevation of 940. Trees are scattered on the property with no significant natural stands. A large
grouping of pines is located in the southwest corner of the site, which are proposed to be preserved.
The proposed development complies with the City's zoning and subdivision ordinance with the
variance for the setback to West 79tl1 Street. Staff is recommending approval of the proposed
development.
BACKGROUND
The site was previously owned by Apple Valley Red-E-Mix. In 1992, the City initiated the
condemnation ofthe former Apple Valley Red-E-Mix parcel. In October 1993, Apple Valley Red-
E-Mix vacated the property. In June 1995, the City finalized the purchase ofthe site.
On April 4, 1983, the City approved a non-conforming use permit, a conditional use permit (#82-
4) and a variance to permit a washout system at the Apple Valley Red-E-Mix site.
The eastern end ofthe site was previously owned and used for a Taco Shop. In October 1991, the
City initiated the condemnation of the Taco Shop parcel in conjunction with the realignment of the
Planning Commission
Planning Case No. 05-12
April 5, 2005
Page 3
intersection of Highway 101 and West 78th Street. On May 21, 1993, the City finalized the
acquisition of the parcel.
The pedestrian bridge was constructed over Highway 5 in 1995.
APPLICABLE REGULATIONS
Chapter 18, Subdivisions
Chapter 20, Article II, Division 6, Site Plan Review
Chapter 20, Article XVII, "BH" Highway and Business Services District
Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office-
Institutional Developments
COMPREHENSIVE PLAN AMENDMENT
The propelty is currently zoned Commercial, BH, but is guided for parks and open space. At one
time, it was thought that this area would be used as a park-like, open space gateway to the City of
Chanhassen. However, the site will serve the City as a water treatment facility site with an
additional lot that could be sold for development or used by the City. Utility services are a
permitted use in the BH district. The land use amendment will bring the comprehensive plan and
potential use of the site into compliance with each other.
GENERAL SITE PLAN/ARCHITECTURE
ARCHITECTURAL COMPLIANCE
Size Portion Placement
The building entrance is located off West 79th Street. The building entrance is articulated with
glass and accessed via a raised plaza.
Material and Detail
Building materials consist of high-quality materials including a light brown brick, limestone
colored block, beige concrete sill accent and glass block windows. The building elevations are
highly articulated with many horizontal and vertical recesses and projections in the building façade.
Height and Roof Design
Building height is one story at 24 feet. Pitched roof elements include both a sloped roof of metal
standing seam and a metal barrel roof. Height is limited to two stories in the BH zoning district.
Planning Commission
Planning Case No. 05-12
April 5, 2005
Page 4
Facade Transparency
50 percent of the first floor elevation that is viewed by the public includes transparent windows
and or doors. All other areas shall include landscaping material and architectural detailing and
articulation.
Site Furnishing
Community features include landscaping, lighting, and access to the pedestrian bridge. The
building has a raised plaza at its entrance.
Loading Areas, Refuse Area, etc.
Screening of service yards, and truck parking/loading areas cannot be accommodated due to the
constraints of the site and the function of the building. Access to the site is limited to West 79th
Street.
Landscaping and Tree Preservation
The landscape plan for the water treatment plant has been developed to reflect the natural
materials used in the building. Native trees, shrubs, and grasses as well as non-native perennials
and shrubs have been utilized to create a naturalized planting plan. The guiding factors for
selection and placement were attractiveness and low-maintenance.
Bufferyard requirements:
Required Proposed
Highway 5 3 canopy trees 3 canopy
buffer yard B - 250' 5 understory trees 23 understory
5 shrubs o shrubs
North property line 3 canopy trees 7 canopy
bufferyard B - 250' 5 understory trees 6 understory
5 shrubs 40+ shrubs
East property line. o canopy tree o canopy trees
bufferyard A-ISO' 2 understory trees 7 understory
2 shrubs o shrubs
West property line 2 canopy trees 1 canopy
bufferyard A - 175' 2 understory trees 10 understory
4 shrubs 40+ shrubs
Where bufferyard requirements have not been met, existing vegetation, elevation change and/or
distance makes up for the minimum requirements.
Existing trees on the site include spruce, Austrian pine, and maple. Some of the maples may be
able to be transplanted to another site. Staff will inspect the trees and mark ones that can be
Planning Commission
Planning Case No. 05-12
April 5, 2005
Page 5
moved. Once the ground has thawed, staff will coordinate the move. The Austrian pines along
Highway 5 provide an excellent buffer for the plant and neighboring building and cell tower
base. Staff recommends that as many as possible of these trees be saved. Trees lost due to
construction will be replaced.
There is a large expanse of grass over the underground tanks. The current proposal includes sod
to be installed. Staff would like to explore the possibility of installing a planting of native
grasses or other ground cover that would alleviate the need for mowing. City staff and the
consultant will determine whether of not a shorter prairie grass or low ground cover would be
suitable in this area.
Currently, there is a naturalized area along the slope leading down to Highway 5. Staff is
recommending that this feature remain in order to eliminate maintenance requirements in this
steep area.
Staff recommends that, where feasible, sod be replaced by grass seed. Exceptions would include
along the curb line, trails and adjacent to the building.
Lot Frontage and Parking location
The property fronts on both Highway 5 and West 79th Street. Site access and parking are
provided off West 79th street. Parking is provided off West 79th Street.
COMPLIANCE TABLE (Water Treatment Plant)
Front Side Setback Rear Setback Building Site
setback Height Coverage
Code 25' 10' 20' 2-story 65 %
Proposed 33' 13' NA I-story 46%
SUBDIVISION REVIEW
GRADING, DRAINAGE & EROSION CONTROL
The existing site ranges from a high elevation of 978 in the west central portion of the site down
to a low point of 940 in the southeast corner. The plans propose to grade about 60% of the site
for a water treatment plant, a proposed street with a cul-de-sac, and a stormwater pond. While
the finished floor elevation of the treatment plan is set at 969.0, the site cannot be graded down
to this elevation because of the existing pedestrian bridge. The applicant has done a nice job of
working with this constraint and matching into the existing 978 elevation along the east side of
the building. Because of the need to hold the 978 ground elevation near the pedestrian bridge, a
retaining wall (6' - 10') will be required along the north side of the backwash tanks adjacent to
the south side of the street and trail. This retaining wall will require a building permit from the
City's Building Department.
Planning Commission
Planning Case No. 05-12
April 5, 2005
Page 6
The existing site drainage is encompassed within two different drainage areas. Under existing
conditions, the westernmost portion of the site drains off site to the west while the remainder of
the site drains to an existing storm sewer culvert in the southeast corner of the site. Under
developed conditions, the applicant is proposing to capture the eastern half of the street drainage,
all of the Lot 2 drainage and a large majority of the Lot 1 drainage. This stormwater will be
conveyed via storm sewer and overland flow to the proposed pond in the southeasterly corner of
the site for treatment. The remaining impervious surface from the street and treatment plant will
drain to ane existing storm sewer in West 79th Street, which flows to an existing pond in the
downtown area. The proposed pond must be designed to National Urban Runoff Program
(NURP) standards with maximum 3: 1 side slopes and a 10: 1 safety bench at the NWL. An outlet
control structure, per City Detail Plate No. 3109, must be installed at the outlet of the pond.
Drainage calculations for the site have been submitted and only minor changes remain. The
applicant is required to meet the existing site runoff rates for the lO-year and 100-year, 24-hour
storm events. Storm sewer sizing calculations must be submitted prior to final plat application.
The storm sewer must be sized for a lO-year, 24-hour storm event. Drainage and utility
easements must be dedicated on the final plat over the public storm drainage system including
ponds, drainage swales, and wetlands up to the 100-year flood level.
Proposed erosion control must be developed in accordance with the City's Best Management
Practice Handbook (BMPH). Staff recommends that Type I silt fence be used along the entire
south and west construction limits. A rock construction entrance, per City Detail Plate No. 5301,
must be added to the plans off of existing West 79th Street. In addition, tree preservation fencing
must be installed at the limits of tree removal. All disturbed areas, as a result of construction,
must be seeded and mulched or sodded immediately after grading to minimize erosion. Any off-
site grading will require an easement from the appropriate property owner.
Wetlands
No jurisdictional wetlands exist on-site.
Storm Water Management
The City's Surface Water Management Plan shows a regional storm water facility on this
property (RM-P5.2). The Riley-Purgatory-Bluff Creek Watershed District is currently designing
stormwater-related improvements within the Rice Marsh Lake subwatershed. Preliminary
discussions with the watershed district have suggested construction of a small regional
stormwater pond on this site. The applicant should work with the watershed district to provide
regional water quality infrastructure on this site.
The flow path and velocity of the water from the flared end sections to the storm water should be
evaluated. Erosion of the area is a concern as the water flows over the site into the pond.
A Storm Water Pollution Prevention Plan (SWPPP) encompassing an erosion and sediment
control plan should be developed for the site. The SWPPP is needed prior to applying for the
NPDES permit.
Planning Commission
Planning Case No. 05-12
AprilS, 2005
Page 7
Erosion Control
Temporary and permanent erosion control plans and details should be developed. Temporary
erosion control could consist of Type 1 mulch and temporary seed mixes. Erosion control
blanket should be applied to the storm water pond and any disturbed areas between the flared end
sections and the pond. Energy dissipation is needed at the flared end sections. Erosion control
blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall
have temporary erosion protection or permanent cover year round, according to the following
table of slopes and time frames:
Type of Slope
Steeper than 3: I
10:1 to 3:1
Flatter than 10: 1
Time
7 days
14 days
21 days
(Maximum time an area can
remain open when the area
is not actively being worked.)
These areas include constructed stormwater management pond side slopes, and any exposed soil
areas with a positive slope to a stormwater conveyance system, such as a curb and gutter system,
storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems
that discharge to a surface water.
Sediment Control
Street cleaning of soil tracked onto public streets shall include daily street scraping and street
sweeping as needed. Inlet protection should be provided following installation. Wimco-type
inlet controls are recommended. A rock construction entrance is needed from the site to West
79th Street. Chanhassen Type 1 silt fence should be installed around the south and east sides of
the site.
Other Agencies
The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g.,
Riley-Purgatory-Bluff Creek Watershed District, Minnesota Pollution Control Agency,
Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions
of approval.
UTILITIES
Municipal sanitary sewer is available to the site from the south. There is an existing sanitary
sewer main along the southern property line which the applicant is proposing to connect a
service line to. This connection will require the installation of a manhole on the existing sewer
main. As for water, the treatment plant itself will have multiple water lines coming to/from the
building. These watermains include typical distribution'mains, raw watermains to carry water
directly from the wells to the treatment plant, a reclaim watermain which will carry a portion of
the filter backwash water back to the plant for treatment, and spraywash mains which give the
Utility Department staff the ability to clean out the backwash tanks. The actual potable water
Planning Commission
Planning Case No. 05-12
April 5, 2005
Page 8
service to the plant will come from the south side of the building off a relocated watermain. All
of the utility improvements are required to be constructed in accord,ance with the City of
Chanhassen's latest edition of Standard Specifications and Detail Plates. Detailed construction
plans, including plan and profile drawings of the proposed utilities, are required to be submitted
at the time of final plat.
STREETS
The plans propose on extending West 79th Street approximately 250 feet east of its current
terminus to serve the two proposed lots. Because this street will be extended within public or
City-owned property, additional public right-of-way is not necessary. An access easement for
the benefit of Lot 2 shall be recorded across Lot 1. The existing pavement width of West 79th
Street is 27 feet from back-of-curb to back-of-curb. The standard pavement width for public
streets in commercial/business districts in Chanhassen is 36 feet from back-of-curb to back-of-
curb with a 48-foot cul-de-sac radius. In this case, staff is fine with the street width staying at 27
feet in order to stay consistent with the existing street width to the west. The cul-de-sac
pavement radius is proposed at 60-feet. This radius exceeds the current standard and will
provide greater area for semi-trucks to turnaround.
With the expected increase in traffic on West 79th Street from deliveries to the treatment plant
and the future development of Lot 2, staff is recommending that additional signage be installed
near the existing Hanus Building just west of the site. The signage is needed because of the
existing blind approach to motorists leaving Brown's Auto and conversely to motorists heading
west from the new treatment plant.
COMPLIANCE TABLE
AREA (sq. ft.) Frontage (ft.) Depth (ft.) Setbacks: Front,
Side, Rear (ft.)
Code 20,000 100 150 25, 10, 20
Lot 1 108,404 565 195 25, 10, NA
(double front)
Lot 2 60,537 151 302 25, 10 NA
(double front)
Outlot A 2,890
Total 171,831
RECOMMENDATION
Staff recommends that tRS PlatmiRg Ünnmi88i€JR City Council adopt the following three motions:
A. "The Chanhassen PlæmiRg C€Jmmi88i€JR F@S€JID.m€RS8 ap1~r€J':al €Jf City Council approves the
Land Use Amendment from Parks and Open Space to Commercial contingent upon Metropolitan
Council Review."
Planning Commission
Planning Case No. 05-12
April 5, 2005
Page 9
B. "The Chanhassen PlæuHRg C€Jmmi88iêJR r@8êJIDm.@Rg8 a~~rêJ':aJ. êJf City Council approves the
preliminary plat for Gateway East 2nd Addition creating two lots and one outlot aRg right êJf '::aj'
fur "\,~h~8t :Çltft~, plans prepared by Hanson Thorp Pellinen Olson, Inc., dated February 9,2005,
revised February 26, 2005, based on the findings of fact attached to this report and subject to the
following conditions:
1. The applicant is required to meet the existing site runoff rates for the lO-year and 100-year,
24-hour storm events. The proposed pond must be designed to National Urban Runoff
Program (NURP) standards.
2. The storm sewer must be designed for a lO-year, 24-hour storm event. Submit storm sewer
sizing calculations and drainage map prior to final plat for staff review and approval.
3. Drainage and utility easements must be dedicated on the final plat over the public storm
drainage system including ponds, drainage swales, and wetlands up to the 100-year flood
level. The minimum easement width must be 20 feet wide.
4. An access easement for the benefit of Lot 2 shall be recorded across Lot 1.
5. Submit a separate site plan, grading/drainage/erosion control plan, and utility plan.
6. Pedestrian ramps per City Detail Plate No. 5215 are required at the street crossing of the
proposed trail.
7. On the grading plan:
a. Show all existing and proposed easements.
b. Show the benchmark used for the site survey.
c. Show all proposed contour lines in bold.
d. Show the emergency overflow elevation from the proposed pond.
e. Show all proposed contours on the north side of the proposed trail and on Lot 2.
f. Do not show the proposed sanitary/water lines on the grading plan.
g. Show the proposed storm sewer to/from the pond.
8. On the site plan, show the dimensions for street width, cul-de-sac radius, parking stalls, trail,
etc.
9. On the utility plan:
a. Show all existing and proposed utilities.
b. Show the proposed rim and invert elevations for all sanitary and storm sewer.
10. The proposed retaining wall along the north side of the backwash tanks will require a
building permit from the City's Building Department.
11. Proposed erosion control must be developed in accordance with the City's Best Management
Practice Handbook (BMPH). Staff recommends that Type I silt fence be used along the
Planning Commission
Planning Case No. 05-12
April 5, 2005
Page 10
entire south and west construction limits. A rock construction entrance, per City Detail Plate
No. 5301, must be added to the plans off of existing West 79th Street. In addition, tree
preservation fencing must be installed at the limits of tree removal. All disturbed areas, as a
result of construction, must be seeded and mulched or sodded immediately after grading to
minimize erosion. Any off-site grading will require an easement from the appropriate
property owner.
12. All of the utility improvements are required to be constructed in accordance with the City of
Chanhassen's latest edition of Standard Specifications and Detail Plates. Detailed
construction plans, including plan and profile drawings of the proposed utilities, are required
to be submitted at the time of final plat.
13. Additional signage shall be installed alerting motorists to the blind approach near the existing
Hanus Building just west of the site.
14. The applicant shall work with the watershed district to provide regional water quality
infrastructure on this site.
15. The flow path and velocity of the water from the flared end sections to the storm water shall
be evaluated.
16. A Storm Water Pollution Prevention Plan (SWPPP) encompassing an erosion and sediment
control plan shall be developed for the site.
17. Temporary and permanent erosion control plans and details shall be developed.
18. Erosion control blanket shall be applied to the storm water pond and any disturbed areas
between the flared end sections and the pond, as well as on any slopes greater than or equal
to 3: 1.
19. Energy dissipation shall be provided at the flared end sections.
20. All exposed soil areas shall have temporary erosion protection or permanent cover year
round, according to the following table of slopes and time frames:
Type of Slope
Steeper than 3: 1
10:1 to 3:1
Flatter than 10: 1
Time
7 days
14 days
21 days
(Maximum time an area can
remain open when the area
is not actively being worked.)
These areas include constructed storm water management pond side slopes, and any exposed
soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter
system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man
made systems that discharge to a surface water.
Planning Commission
Planning Case No. 05-12
April 5, 2005
Page 11
21. Street cleaning of soil tracked onto public streets shall include daily street scraping and street
sweeping as-needed.
22. Inlet protection shall be provided following installation. Wimco-type inlet controls are
recommended.
23. A rock construction entrance shall be provided from the site to West 79th Street.
24. Chanhassen Type I silt fence shall be installed around the south and east sides of the site.
25. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g.,
Riley-Purgatory-Bluff Creek Watershed District, Minnesota Pollution Control Agency,
Minnesota Department of Natural Resources (for dewatering), Minnesota Department of
Health, Minnesota Department of Transportation) and comply with their conditions of
approval."
C. "The Chanhassen PlamliHg Cmnmi88i€JR f@ê€Jmm@H€ls apPf€J','aJ. €Jf City Council approves the
Site Plan Review for a 12,500 square-foot building for a water treatment plant and an 8,100 square-
foot back wash tank on Lot 1, Block 1, Gateway East 2nd Addition, based on the findings of fact
attached to this report and subject to the following conditions:
1. Tree protection fencing will be required at the edge of grading limits in the southwest corner
of the propelty prior to any grading.
2. Staff will coordinate the transplanting of any existing maples prior to construction.
3. City staff and the water treatment plant consultants will research and determine if alternative
ground covers can be used over the underground tanks.
4. Where appropriate, seeding will replace sod with the exception of along the curb line, trails
and adjacent to the building.
5. The building must be protected with an automatic fire sprinkler system.
6. The building plans must be prepared and signed by design professionals licensed in the State of
Minnesota.
7. One accessible parking space with an access aisle must be provided.
8. The west wall of the building must be of one-hour fire-resistive construction as it is located less
than 30 feet from the property line. Openings in this wall must be in accordance with the
building code.
9. The building owner and or their representatives shall meet with the Inspections Division to
discuss plan review and permit procedures.
Planning Commission
Planning Case No. 05-12
April 5, 2005
Page 12
10. A site survey must be submitted in conjunction with the building permit application."
ATTACHMENTS:
1. Findings of Fact.
2. Reduced Copy Preliminary Plat.
3. Reduced Copy Site Plan Utility Plan (Sheet Cl).
4. Reduced Copy Site Plan Utility Plan (Sheet C2).
5. Reduced Copy Site Plan Utility Plan (Sheet C3).
6. Reduced Copy Exterior Elevations (North and West).
7. Reduced Copy Exterior Elevations (South and East).
8. Affidavit of Mailing of Public Hearing Notice.
g:\plan\200S planning cases\OS-12 water treatment plant\staffreport wtp.doc
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CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTŒS, MINNESOTA
FINDINGS OF FACT
AND RECOMMENDATION
INRE:
Application of City of Chanhassen
Subdivision, Land Use Amendment and Site Plan Review
On AprilS, 2005, the Chanhassen Planning Commission met at its regularly schedule meeting to consider the
application of the City of Chanhassen for a land use amendment from Parks and Open Space to Commercial,
preliminary plat approval creating two lots and one outlot and site plan approval. The Planning Commission
conducted a public hearing on the proposed subdivision preceded by published and mailed notice. The Planning
Commission heard testimony from all interested persons wishing to speak and now makes the following:
FINDINGS OF FACT
1. The property is currently zoned Highway and Business Services District, BH.
2. The property is guided in the Land Use Plan for Parks and Open Space.
3. The legal description of the property is: Gateway East 2nd Addition
4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of
the proposed subdivision. The seven (7) affects and our findings regarding them are:
(1) The proposed subdivision is consistent with the zoning ordinance;
(2) The proposed subdivision is consistent with all applicable city, county and regional plans induding but not
limited to the city's comprehensive plan;
(3) The physical characteristics of the site, induding but not linúted to topography, soils, vegetation,
susceptibility to erosion and siltation, susceptibility to flooding, and stonn water drainage are suitable for
the proposed development;
(4) The proposed subdivision makes adequate provision for water supply, stonn drainage, sewage disposal,
streets, erosion control and all other improvements required by the subdivision ordinance;
(5) The proposed subdivision will not cause significant environmental damage since the site was previously
developed;
(6) The proposed subdivision will not conflict with easements of record, but will provide all necessary
easements; and
(7) The proposed subdivision is not premature since it is served by adequate city infrastructure. A subdivision
is premature if any of the following exists:
a. Lack of adequate stonn water drainage.
b. Lack of adequate roads.
c. Lack of adequate sanitary sewer systems.
d. Lack of adequate off-site public improvements or support systems.
5. In evaluating a site plan and building plan, the city shall consider the development's compliance with the
following:
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(1) The development is consistent with the elements and objectives of the city's development guides,
including the comprehensive plan, official road mapping, and other plans that may be adopted;
(2) The development is consistent with the site plan requirements;
(3) The development preserves the site in its natural state to the extent practicable by minimizing tree and
soil removal and designing grade changes to be in keeping with the general appearance of the
neighboring developed or developing or developing areas;
(4) The development is creates a harmonious relationship of building and open space with natural site
features and with existing and future buildings having a visual relationship to the development;
(5) The development is creates a functional and harmonious design for structures and site features, with
special attention to the following:
a. An internal sense of order for the buildings and use on the site and provision of a desirable
environment for occupants, visitors and general community;
b. The amount and location of open space and landscaping;
c. Materials, textures, colors and details of construction as an expression of the design concept and
the compatibility of the same with adjacent and neighboring structures and uses; and
d. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of
location and number of access points to the public streets, width of interior drives and access points,
general interior circulation, separation of pedestrian and vehicular traffic and arrangement and
amount of parking.
(6) The development protects adjacent and neighboring properties through reasonable provision for surface
water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design
not adequately covered by other regulations which may have substantial effects on neighboring land uses.
6. The planning report #05-12 dated April 5, 2005, prepared by Robert Generous, et aI, is incorporated
herein.
RECOMMENDATION
The Planning Commission recommends that the City Council approve the Land Use Amendment,
Preliminary Plat for Gateway East 2nd Addition and Site Plan Review for the East Water Treatment Plant.
ADOPTED by the Chanhassen Planning Commission this 5th day of April, 2005.
CHANHASSEN PLANNING COMMISSION
BY:
Its Chairman
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CITY OF CHANHASSEN
AFFIDA VIT OF MAILING NOTICE
STATE OF MINNESOTA)
) ss.
COUNTY OF CARVER )
I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on
March 24, 2005, the duly qualified and acting Deputy Clerk of the City of Chanhassen,
Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public
Hearing for Water Treatment Plant - Planning Case No. 05-12 to the persons named on
attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner,
and depositing the envelopes addressed to all such owners in the United States mail with postage
fully prepaid thereon; that the names and addresses of such owners were those appearing as such
by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate
records.
~-"'''"''''''''~-<='''-''''_J",
Subscribed and sworn to before me
this 6l/1!!.liay of march ' 2005.
~'-~ '
,--- íAYl / J , . LlJLJ./~
Notary P .
SCANNeD
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Disclaimer
This map is neither a legally recorded map nor a survey and is not intended to be used as one.
This map is a compilation of records, information and data located in various city, county, state and
federal offices and other sources regarding the area shown, and is to be used for reference
purposes only. The City does not warrant that the Geographic Information System (GIS) Data used
to prepare this map are error free, and the City does not represent that the GIS Data can be used
for navigational, tracking or any other purpose requ;,ing exacting measurement of distance or
direction or precision in the depiction of geographic features. If errors or discrepancies are found
please contact 952·227·1107. The preceding disclaimer is provided pursuant to Minnesota
Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not
be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and
hold harmless the City from any and all claims brought by User, its employees or agents, or third
parties which arise out of the use(s access or use of data provided.
«NAME1 »
«NAME2»
«ADD1 »
«ADD2»
«CITY» «STATE» «ZIÞ»
Disclaimer
This map is neither a legally recorded map nor a sUlvey and is not intended to be used as one.
This map is a compilation of records, information and data located in various city, county, state and
federal offices and other sources regarding the area shown, and is to be used for reference
purposes only. The City does not warrant that the Geographic Information System (GIS) Data used
to prepare this map are error free, and the City does not represent that the GIS Data can be used
for navigational, tracking or any other purpose requiring exacting measurement of distance or
direction or precision in the depiction of geographic features. If errors or discrepancies are found
please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota
Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not
be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and
hold harmless the City from any and ail claims brought by User, its employees or agents, or third
parties which arise out of the usMs access or use of data provided.
«Next Record»«NAME1»
«NAME2»
«ADD1 »
«ADD2»
«CITY» «STATE» «ZIÞ»
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Public Hearing Notification Area (500 feet)
Water Treatment Plant
Planning Case No. 05-12
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ACTION WEST INC
DBA RE/MAX ACTION WEST
7811 GREAT PLAINS BLVD
CHANHASSEN MN 55317
AMERICAN LEGION-CHAN POST 580
7995 GREAT PLAINS BLVD
CHANHASSEN MN 55317
AMOCO AMERICAN OIL CO
C/O BP AMERICA INC-TAX DEPT
PO BOX 1548
WARRENVILLE IL 60555
WAYNE RUDOLPH ANDERSON &
JOAN SOPHIA WILLMAN-ANDERSON
204 CHAN VIEW
CHANHASSEN MN 55317
JOHN W & PAULA J ATKINS
220 78TH ST W
CHANHASSEN MN 55317
BAM PROPERTY HOLDINGS LLC
440 79TH ST W
CHANHASSEN MN 55317
BLOOMBERG COMPANIES INC VERDELL BORTH BROWN PROPERTIES LLC
C/O GARY L BROWN
PO BOX 730 202 78TH ST W 1831 KOEHNEN CIR W
CHANHASSEN MN 55317 CHANHASSEN MN 55317 EXCELSIOR MN 55331
CENTERPOINT ENERGY MINNEGASCO
ATTN: PROPERTY ACCOUNTING CHAPEL HILL ACADEMY CHURCH OF ST HUBERT
800 LASALLE AVE-FLOOR 11 306 78TH ST W 8201 MAIN ST
PO BOX 59038 CHANHASSEN MN 55317 CHANHASSEN MN 55317
MINNEAPOLIS MN 55459
DANIEL A & KRIS L CITARELLA JAMES & KELLEY A DEGROSS DISCOVERY UNITED METH CHURCH
8008 ERIE AVE 3911 MEADOWVIEW LN 950 TRUMBLE ST
CHANHASSEN MN 55317 ELKO MN 55020 CHASKA MN 55318
DORN BUILDERS INC DRF CHANHASSEN MEDICAL BLDG PAUL G EIDEM &
C/O MARATHON MANAGEMENT INC C/O FRAUENSHUH COMPANIES ANDREA F GRIFFITH
834 3RD AVE S 7101 78TH ST W 7727 FRONTIER TRL
SUITE A SUITE #100 CHANHASSEN MN 55317
EXCELSIOR MN 55331 MINNEAPOLIS MN 55439
G L B PROPERTIES LLC RYAN M GAGSTETTER GRACE DEVELOPMENT LLC
C/O NORTHCOTT COMPANY
1831 KOEHNEN CIR 224 78TH ST W 250 LAKE DR E
EXCELSIOR MN 55331 CHANHASSEN MN 55317 CHANHASSEN MN 55317
CONSTANCE I HATTON HOLIDAY STATION STORES INC MARY E JANSEN ETAL
ATTN: TAX DEPT #199
8018 ERIE AVE PO BOX 1224 7720 ERIE AVE
CHANHASSEN MN 55317 MINNEAPOLIS MN 55440 CHANHASSEN MN 55317
TROY P KIMPTON
205 CHAN VI EW
CHANHASSEN MN 55317
JAY L & PEGGY M KRONICK
8575 TELLERS RD
CHASKA MN 55318
CRAIG M LARSON
200 CHAN VIEW
CHANHASSEN MN 55317
MCDONALD'S CORP (22-157)
PO BOX 66207
CHICAGO IL 60666
STEVEN R NELSON
11923 BLUEGILL DR
SAUK CENTRE MN 56378
BRIAN 0 & ANNA J NETZ
8004 ERIE AVE
CHANHASSEN MN 55317
BRIAN P & COLLEEN S NUSTAD
PO BOX 8
CHANHASSEN MN 55317
NICHOLAS & PATRICIA PEKAREK
202 CHAN VI EW
CHANHASSEN MN 55317
BARBARA PIKE
201 CHAN VI EW
CHANHASSEN MN 55317
DONALD T SMITH
8012 ERIE AVE
CHANHASSEN MN 55317
DONALD R STROTH
206 78TH ST W
CHANHASSEN MN 55317
VALVOLlNE INSTANT OIL CHANGE
C/O ASHLAND INC
PO BOX 14000
LEXINGTON KY 40512
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RICHARD A & ELIZABETH M NUST AD
7721 ERIE AVE
CHANHASSEN MN 55317
TODD W PERTTU
2031/2 CHAN VIEW
CHANHASSEN MN 55317
FREDERICK C RIESE &
VALAIRE P RIESE
9154 SUNNYVALE DR
CHANHASSEN MN 55317
MICHAEL J SORENSEN
12625 58TH ST
MAYER MN 55360
CHRISTINE A TAILLON
TRUSTEE OF TRUST
203 CHAN VIEW
CHANHASSEN MN 55317
THOMAS J & JENNIFER WILDER
21740 LILAC LN
EXCELSIOR MN 55331
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GREGORY J & KAREN J ODASH
221 CHAN VIEW
CHANHASSEN MN 55317
JENNY JO PETERSEN
8016 ERIE AVE
CHANHASSEN MN 55317
SINCLAIR MARKETING INC
SINCLAIR OIL CORP-PROP TAX DIV
PO BOX 30825
SALT LAKE CITY UT 84130
TONJA ST MARTIN
207 CHAN VIEW
CHANHASSEN MN 55317
TERRANCE SR & SANDRA
THOMPSON
3820 LINDEN CIR
EXCELSIOR MN 55331
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Minnesota Department of Transportation
Metropolitan Division
Waters Edge
1500 West County Road 82
Roseville, MN 55113
MCEI\fED
APR 1 1 20U5
CITY Of CHAI\!HASSEN
April 8, 2005
Bob Generous ,Senior Planner
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
SUBJECT:
Water Treatment Plant for City of Chanhassen
Mn/DOT Review P05-032
NOlih ofTH 5, south ofthe Twin Cities & Western RR Tracks, East of
Market Boulevard (not too far west ofTH 5 - TH 101 Intersection)
Chanhassen, Carver County
Control Section 1002
Dear Mr. Generous:
The Minnesota Department of Transportation (MnlDOT) has reviewed the above
referenced plat in compliance with Minnesota Statute 505.03, subdivision 2, Plats. Before
any further development, please address the following issues:
Access COlltrol:
Since Lot 2 will have frontage on both TH 5 and TH 101, yet will also have access to the
proposed extension of West 79th Street, MnlDOT would like to have Access Control
along Trunk Highway 5 and Trunk Highway 101 frontage dedicated to MnlDOT at this
time of platting. Please direct questions regarding this issue to Lynn Clarkowski (651-
634-2103), MnlDOT's Area Engineer for Carver County.
Draillage:
· With the addition of impervious surfaces to this site, a drainage permit will be
required and all Mn/DOT requirements will apply. No additional runoffto MnlDOT
R/W will be allowed and all drainage patterns must be maintained. Please provide
the following:
1) A grading Plan of the existing & proposed project, showing topography.
2) Drainage area maps for the proposed project showing both existing and proposed
drainage areas and flows (with flow arrows).
3) Storm sewer plans and pond plans.
4) Hydraulic computations/modeling before and after proposed reconstructions (ie.,
Hydro-CADinput assumptions, calibration data, results for 10 and 100 year storm
events).
Please submit any further documentation electronically as Adobe Acrobat (.pdt), and
HydroCAD (.hc) files. If plans change, you must resubmit for review. The
electronic model and pdffile can be emailedtorichard.cadv@dot.state.mn.us. Please
direct questions concerning these issues to Richard Cady (651-634-2075) of
Mn/DOT's Water Resources Engineering section.
An equal opportunity employer
Permits:
· Any use of or work within or affecting MnlDOT right of way requires a permit. A
utility pennit ( fonn 2525) and a drainage permit will be needed. Permit fonns are
available from MnlDOT's utility website at www.dot.state.rnn.us/tecsup/utilitv .
Please direct any questions regarding permit requirements to Keith Van Wagner
(651-582-1443), or Buck Craig (651-582-1447) of MnlDOT's Metro Permits Section.
Right of Way:
.
The Right-of-Way (R/W) Section has reviewed the plans. The "Existing MnlDOT
R/W" needs to be clearly labeled. In addition, a good site location map is requested
to be included as part ofthe first sheet.Please direct any questions regarding pennit
requirements to John Isackson ofMnlDOT's Right-of-way Section at 651-582-1273.
Electronic Document Request:
· As a final request, could you please send an electronic .pdffile copy of your plan
submittal for our record keeping purposes to iuanita.voigt@dot.state.mn.us Please
refer to MnlDOT Review #P05-032/ Water Treatment Plant / CRN when
emailing the .pdf file. Thank you for your consideration in this matter.
As a reminder, please address all initial future correspondence for development activity
such as plats and site plans to:
Development Reviews Coordinator
MnlDOT - Metro Division
Waters Edge
1500 West County Road B-2
Roseville, Minnesota 55113
Mn/DOT document submittal guidelines require three (3) complete copies of plats and
two (2) copies of other review documents including site plans. Failure to provide three
(3) copies of a plat and/or two (2) copies of other review documents will make a
submittal incomplete and delay MnlDOT's review and response to development
proposals. We appreciate your anticipated cooperation in providing the necessary
number of copies, as this will prevent us from having to delay and/or return incomplete
submittals.
If you have any questions concerning this review please feel free to contact me at (651)
634-2083.
Copy: Roger Gustafson / Carver County Engineer
SEH Consulting Engineers
Metro LGL files - Chanhassen
Metro Division File -CS 1002