PC Staff Report 01-05-21PLANNING COMMISSION STAFF
REPORT
Tuesday,January 5,2021
Subject Consider a Request for a Site Plan Review and Variance for a 110-Unit Apartment Building for
Senior Living Located at 1361 Lake Drive West Powers Ridge Apartments)
Section PUBLIC HEARINGS Item No:B.1.
Prepared By Bob Generous,Senior Planner File No:Planning Case No.2021-04
PROPOSED MOTION:
The Chanhassen Planning Commission recommends approval of the site plan for a 110-unit,three-story apartment
building with a variance for the building height to allow 42 feet to the midpoint of the roof subject to the Conditions
of Approval and adoption of the Findings of Fact and Recommendation.
SUMMARY OF REQUEST
The applicant is requesting Site Plan Review and Variance for a 110-unit apartment building for senior living Lake
Place).
APPLICANT
TPS Holding LLC,350 Highway 7,Suite 218,Excelsior,MN 55331
SITE INFORMATION
PRESENT ZONING:Planned Unit Development Residential PUD-R)
LAND USE:Residential High Density
ACREAGE:3.68 acres
DENSITY:29.89 units per acre 17.15 units per acre over the entire multi-family development)
APPLICATION REGULATIONS
Chapter 20,Article II,Division 3,Variances
Chapter 20,Article II,Division 6,Site Plan Review
Chapter 20,Article VIII,Planned Unit Developments
Chapter 20,Article XV,High Density Residential Districts,Division 1,R-12”District
Chapter 20,Article XXIII,Division 9,Design Standards for Multifamily Developments
Lake Susan Hills PUD Agreement Standards
PLANNING COMMISSIONSTAFFREPORTTuesday,January 5,2021SubjectConsidera Request for a Site Plan Review and Variance for a 110-Unit Apartment BuildingforSeniorLivingLocatedat1361LakeDriveWestPowersRidgeApartments)Section PUBLIC HEARINGS Item No:B.1.Prepared By Bob Generous,Senior Planner File No:Planning Case No.2021-04PROPOSEDMOTION:The Chanhassen Planning Commission recommends approval of the site plan for a 110-unit,three-storyapartmentbuildingwithavarianceforthebuildingheighttoallow42feettothemidpointoftheroofsubjecttotheConditionsofApprovalandadoptionoftheFindingsofFactandRecommendation.SUMMARY OFREQUESTTheapplicantisrequestingSite Plan Review and Variance for a 110-unit apartment building for senior livingLakePlace).APPLICANTTPSHolding LLC,350 Highway 7,Suite 218,Excelsior,MN55331SITEINFORMATIONPRESENTZONING:Planned Unit Development Residential PUD-R)LAND USE:Residential HighDensityACREAGE:3.68 acresDENSITY:29.89 units per acre 17.15 units per acre over the entire multi-family development)APPLICATIONREGULATIONSChapter20,Article II,Division 3,VariancesChapter20,Article II,Division 6,Site PlanReviewChapter20,Article VIII,Planned UnitDevelopmentsChapter20,Article XV,High Density Residential Districts,Division 1,R-12”District
Chapter 20,Article XXIII,Division 9,Design Standards for Multifamily Developments
Lake Susan Hills PUD Agreement Standards
BACKGROUND
In 1987,the city approved a PUD agreement for Lake Susan Hills.
On March 13,2000,City Council approved the preliminary plat of 21.34 acres into four lots SUB-99-14)and Site Plan
Review 99-19,approval of Phase I Building A),100 units.City Council approved a PUD amendment to allow a 35%
hard surface coverage of the multi-family site.On April 10,2000,City Council approved the Final Plat for Subdivision
99-14 to replat 21.34 acres into one lot and one outlot for Powers Ridge Apartment Homes.
On June 26,2000,City Council granted site plan approval for the construction of the three remaining phases of Powers
Ridge Apartment Homes.The total number of units including Phase I was 344.Phase I,which included 100 units,was
approved on March 13,2000.The remaining 244 units and community space constitute the remaining phases.
RECOMMENDATION
Staff recommends that the Planning Commission approve the site plan for a 110-unit,three-story apartment building
with a variance for the building height to allow 42 feet to the midpoint of the roof subject to the Conditions of Approval
of the staff report and adoption of the Findings of Fact and Recommendation.
ATTACHMENTS:
Staff Report
Findings of Fact and Recommendation
Application for Development Review
Variance Narrative
Plan Sheets Cover,Removals,Site Plan,Grading,Utilities
Plan Sheets Utilities,Civil,Landscaping,SWPPP
Plan Sheets SWPPP,Site Context,Context Aerials
Plan Sheets-Site Plan Rendering,Lighting,Floor Plans,Elevations,Renderings,Perspectives,3rd Flood Deck
Option
Resident Comment
Affidavit of Mailing
CITY OF CHANHASSEN
PC DATE: January 5, 2021
CC DATE: January 25, 2021
REVIEW DEADLINE: February 2, 2021
CASE #: 2021-04
BY: RG, EH, DN, JS, ET, MU
SUMMARY OF REQUEST: The applicant is requesting Site Plan Review and Variance for a
110-unit apartment building for senior living (Lake Place).
LOCATION: Lot 2, Block 1, Powers Ridge Apartment Homes 2nd Addition (PID 25.360020)
1361 Lake Drive West
APPLICANT: TPS Holding LLC
350 Highway 7, Suite 218
Excelsior, MN 55331
todd@ador-homes.com
PRESENT ZONING: Planned Unit Development - Residential (PUD-R)
2020 LAND USE PLAN: Residential High Density
ACREAGE: 3.68 acres DENSITY: 29.89 units per acre (17.15 units per acre over the
entire multi-family development)
PROPOSED MOTION:
The Chanhassen Planning Commission recommends approval of the site plan for a 110-unit,
three-story apartment building with a variance for the building height to allow 42 feet to the
midpoint of the roof subject to the Conditions of Approval and adoption of the Findings of Fact
and Recommendation.”
Planning Commission
1361 Lake Drive West – Lake Place
January 5, 2021
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LEVEL OF CITY DISCRETION IN DECISION-MAKING:
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.
The city’s discretion in approving or denying a Variance is limited to whether or not the
proposed project meets the standards in the Zoning Ordinance for a variance. The city has a
relatively high level of discretion with a variance because the applicant is seeking a deviation
from established standards. This is a quasi-judicial decision.
Notice of this public hearing has been mailed to all property owners within 500 feet.
PROPOSAL/SUMMARY
Site Plan Review and Variance for a 110-unit, three-story apartment building for senior living
Lake Place). Initially, it was anticipated that a Planned Unit Development (PUD) amendment
would be required. However, the project complies with all the requirements of the PUD
Agreement so no amendment is required.
APPLICABLE REGULATIONS
Chapter 20, Article II, Division 3, Variances
Chapter 20, Article II, Division 6, Site Plan Review
Chapter 20, Article VIII, Planned Unit Developments
Chapter 20, Article XV, High Density Residential Districts, Division 1, “R-12” District
Chapter 20, Article XXIII, Division 9, Design Standards for Multi-family Developments
Lake Susan Hills PUD Agreement standards.
BACKGROUND
In 1987, the city approved a PUD agreement for Lake Susan Hills. The PUD permitted up to 411
single-family units, created three outlots for medium density units and one outlot for high density
units. The single-family lots have been platted in nine additions continuously since PUD approval.
One of the outlots (Outlot C) designated for medium density units was platted in April 1993 for 24
units. The second outlot (Outlot B), also designated for medium density units was platted on
April 10, 1995 for 48 units. The third outlot (Outlot D) was platted in May of 1995 for 48 units.
The fourth outlot (Outlot A), designated for high density was platted on April 4, 2000.
Outlot A was designated as Multi-Family (High Density Residential). The PUD agreement stated
that the development shall provide a minimum of 21.5 acres of high density, multi-family
residential units. The total number of dwelling units of high density, multi-family residential
property shall not exceed 375, or a density greater than 17.4 units/acre. Except as modified within
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1361 Lake Drive West – Lake Place
January 5, 2021
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the agreement, the development of the high density, multi-family residential shall be in accordance
with the uses, standards, and requirements of the R-12 Zoning District.
On March 13, 2000, City Council approved the preliminary plat of 21.34 acres into 4 lots (SUB-99-
14) and Site Plan Review #99-19, approval of Phase I (Building A), 100 units. City Council
approved a PUD amendment to allow a 35% hard surface coverage of the multi-family site. On
April 10, 2000, City Council approved the Final Plat for Subdivision #99-14 to replat 21.34 acres
into one lot and one outlot for Powers Ridge Apartment Homes.
On June 26, 2000, City Council granted site plan approval for the construction of the three
remaining phases of Powers Ridge Apartment Homes. The total number of units including Phase I
was 344. Phase I, which included 100 units, was approved on March 13, 2000. The remaining 244
units and community space constitute the remaining phases.
DISCUSSION
The applicant is requesting site plan approval for a 110-unit, three-story apartment building with
a variance for a building height of 42 feet. A previous site plan for the parcel was approved for a
three-story, 88-unit apartment building. Due to the limitation of the building to seniors, the
parking requirements are reduced. This site plan will supersede and replace the previous site
plan for this parcel.
Planning Commission
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January 5, 2021
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COMPREHENSIVE PLAN
The 2040 Comprehensive Plan designates this parcel for residential high density use which
permits a net density of 8 – 16 units per acre. This density would permit a maximum of 59 units
on the site. The city may increase the density permitted with the development through approval
of a bonus density. The “bonus” units must meet affordable housing criteria as defined by the
city. Developers shall be required to enter into an agreement ensuring the affordability of the
units. In a discussion with the City Council last fall, the applicant requested consideration of tax
increment financing for the density bonus/affordability for senior housing. In this case, a
minimum of 51 of the 110 units must meet the affordable housing criteria of 60% Area Median
Income (AMI).
The proposed development meets the following Comprehensive Plan policies and goals:
Land Use
The Comprehensive Plan encourages development within the MUSA, and supports the planned
and efficient expansion of urban services to increase the amount of developable land.
Designate sufficient land to provide for a wide spectrum of housing. Adequate land should be set
aside for medium and high-density land uses. The city will discourage the conversion of these
areas to lower density uses in order to ensure that city’s goals of providing a variety of housing
options can be met.
Development should be commensurate with the ability of the city to provide services. Areas
where services are available should be developed before services are extended to new areas.
Housing
Provide housing opportunities for all residents, consistent with the identified community goals:
Balanced housing supply with housing available for people of all income levels.
Accommodation of all racial and ethnic groups in the purchase, sale, rental and
location of housing within the community.
A variety of housing types for all people in all stages of the life cycle.
The city will continue to encourage the development of affordable housing; the city may increase
the permitted net density of a project by 25 percent. The “bonus” units must meet affordable
housing criteria as defined by the city. Developers shall be required to enter into an agreement
ensuring the affordability of the units.
Subsidized housing should be given equal site and planning considerations to non-subsidized
housing units and should not be placed in inferior locations or in areas that do not provide
necessary urban services including transit and commercial services.
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The city will continue to provide alternative types of homes including smaller lot homes,
townhouses, etc. that will supplement the conventional single-family homes.
SITE PLAN
Site Constraints
Wetland Protection
There are no wetlands on the site.
Bluff Protection
There are no bluffs present on the site.
Bluff Creek Primary Zone
The property is not located within the Bluff Creek corridor.
Shoreland Management
The property does not lie within a shoreland overlay district.
Floodplain Overlay
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January 5, 2021
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This property does not lie within a federally designated floodplain.
EXISTING CONDITIONS SURVEY
The applicant provided an existing conditions survey which is used to supplement construction
plans and site design. Based on review of the existing conditions survey, it appears that the
entire extents of the site were not surveyed nor was the area abutting the site. This information is
important as it can impact design considerations such as emergency overflow (EOF) paths and
the effects of stormwater drainage, e.g. there is a proposed low point just north of the Powers
Ridge HOA’s clubhouse that may have an EOF path directed towards it, however it is difficult to
discern without adequate survey information. Additionally, public utility lines were not located
and surveyed, but were taken from “plans” which were not identified on the survey. Other
general requirements of existing conditions survey’s that were not provided are: location of
buildings and easements to a distance 150 feet beyond the site’s boundaries; topographic data
150 feet beyond the property boundary, with associated contours; the public right-of-way and the
utilities to an extent of at least 150 feet beyond the property line, etc. In order to show the proper
extents, the scale of the survey may need to be increased. The applicant shall submit an updated
survey upon submittal of final construction plans illustrating these missing features, which are
enumerated in the proposed conditions.
ARCHITECTURAL COMPLIANCE
Unit Types and Sizes
Unit Type Number Sizes (sq. ft.)
Small one bedroom 12 686 - 744
One bedroom 29 747 - 817
One bedroom plus den 27 917 – 1,002
Two bedroom 36 965 – 1,072
Two bedroom plus den 6 985 – 1,157
Total 110
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Size Portion Placement
The main entry is located on the south side of the building. The main entrance is highlighted
with a bronze colored, metal canopy. A pedestrian area with bicycle racks are to the side of the
entrance. A one-way drop off area accesses the entrance.
Material, Color and Detail
The applicant is proposing multiple building materials and is providing a significant amount of
building articulation with recessed and projecting building facades, changes in building angles,
patios, decks and varied building heights to provide an interesting architectural view. The
building materials consist of masonry, either Black Hills Velour brick or cultured stone (grey in
either Ashlar Fresco or Winter); three types of horizontal lap siding fiber cement in expresso,
gray slate and Artic white; vertical board and batten in artic white; architectural asphalt shingles
in Georgetown gray; standing seam metal canopy in dark bronze; and either dark bronze or white
window and entrance framing.
Height and Roof Design
The building height is 42 feet to the midpoint of the highest gable. The roof includes both gable
and shed roof elements. The gable roof elements tie this building in with the rest of the Powers
Ridge roof architectural scheme.
Loading Areas, Refuse Area, etc.
A pedestrian drop-off area is provided at the main entrance on the south side of the building.
Trash and recycling containers are located within the parking lot level of the building.
Planning Commission
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January 5, 2021
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Lighting
The applicant is proposing 20 wall-pack units around the building. LED lighting is proposed.
All lighting shall be shielded and have 90 degree cut-off angles pursuant to City Code. The
applicant is proposing decorative string lighting over the deck area on the north side of the
building
City Code, section 20-123, requires that parking lot areas be lighted. Sufficient lighting shall be
provided to illuminate all areas of the parking lot to provide adequate levels of safety. For
parking lot areas, an absolute minimum light level of one-foot candlelight throughout the entire
area is recommended. A revised lighting plan with photometrics shall be submitted for city
review and approval.
Signage
The applicant is proposing a four-foot tall by six-foot wide monument sign. The maximum sign
display area is 24 square feet. Monument signage may not be located within drainage and utility
easements and will need to be moved outside of the easement. A separate sign permit must be
submitted for the monument sign.
Site Furnishings
They are providing patios for outdoor seating/picnic area in the northeast and southwest corners
of the building as well as a deck area in the northeast. A pickle ball court is proposed adjacent to
the northeast patio area. The developer is connecting the building to the sidewalk system within
the Powers Ridge developments as well as providing a sidewalk connection to Lake Drive on the
western side of the building.
An optional common area recessed deck is shown on the third floor of the building.
Construction of the deck is contingent on cost estimate for the alternative and final acceptance by
the owner.
Bicycle racks are being installed at the main building entrance.
Planning Commission
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January 5, 2021
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Landscaping
Landscaping requirements for the proposed development include foundation plantings, parking
lot plantings, boulevard, and buffer yard plantings. Minimum requirements for vehicular use area
landscaping at the proposed development include 4,080 sq. ft. of landscaped area around the
parking lot, three landscaped islands or peninsulas, and 16 trees for the parking lot. The
applicant’s proposed as compared to the requirements for landscape area and plantings is shown
in the following table:
Required Proposed
Vehicular use landscape area 4,080 sq. ft. >4,080 sq. ft.
Trees/vehicular use area 16 trees 8 trees
Islands or peninsulas/parking
lot
6 islands/peninsulas 6 islands/peninsulas
Boulevard trees, Lake Drive
West
8 trees 0 trees
Buffer yard B, Lake Drive
West, 490’
9 over story trees
19 understory trees
29 shrubs
9 over story trees
18 understory trees
29 shrubs
The applicant does not meet minimum requirements for landscaping.
Additional trees are needed along the approach drives and if space allows, within the parking
area. Screening of the lower apartments on the east end of the building is needed. Groupings of
shrubs that are large at maturity would provide a buffer from oncoming cars and additional
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January 5, 2021
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privacy. Boulevard trees are required along Lake Drive West every 30 feet. The applicant will
need to add the required trees.
More species diversity is needed in the proposed landscape plant schedule. Currently, all of the
evergreens proposed are of the same genus, spruce. One of the spruce types proposed is not on
the approved tree list for the city. Colorado spruce is highly susceptible to disfiguring needle
blights and a poor record of long-term health in Minnesota. The applicant shall revise the
allotment of evergreen to reflect the city’s ordinance for tree diversity. The Northwoods Red
maple must also be replaced with a more appropriate species for our area. The Red maples have
poor growth rates and overall poor health due to alkaline soils in Chanhassen.
The PUD agreement states that the applicant shall provide a minimum of $500.00 of landscaping
per multi-family unit. This would translate to $55,000. Staff is requiring the applicant provide
the city with a cost estimate for the required landscaping at the time of building permit approval.
Access, Lot Frontage and Parking Location
The city constructed the street and utility improvements for Lake Drive West in 1999. Lake
Drive West is listed as a collector street on the city’s Comprehensive Transportation Plan and is
also a Municipal State Aid Route. A preliminary traffic study/investigation was performed in
conjunction with the Environmental Assessment Worksheet (EAW) for the Redmond site
Chanhassen Lakes Business Park 7th, recorded in 1999) that is located directly north of this
proposal. According to the EAW’s preliminary traffic study, development of this area would
generate traffic numbers to support the need for a future traffic signal at Lake Drive West and
Powers Boulevard. The city’s feasibility report for the Lake Drive West improvements did not
take into account the cost of a traffic signal along Powers Boulevard. The city and county will
have to coordinate the installation of a traffic signal to accommodate trip generations from the
area. While currently there are no capital projects anticipated as of yet for this installation, it was
approved with the PUD for this development (#87-3 PUD and #99-19 SPR) that each lot escrow
with the city a financial guarantee for a share of the local cost participation for the traffic signal.
The amount determined by the county and city at that time was $20/unit. As the current “Lake
Place” proposal is for a 110-unit apartment complex, the applicant shall escrow $2,200.00 with
the city for the installation of the future traffic signal.
Vehicular access to the site was provided from Lake Drive West during the construction of the
original build-out of the four-lot subdivision known as “Powers Ridge Apartment Homes” and
Powers Ridge Apartment Homes 2nd Addition” in 2000. The internal, private drives, were
designed and built to meet city ordinances for a 7-ton road section, in which cross-access
easements were prepared and recorded by the developer over the lots in favor of the property
owners. The applicant for “Lake Place”, which is the final phase (Phase 4), is proposing to
utilize three of the four constructed access points to the site built out during Phase 1 and 2, as
seen below. Access “1” will be removed and the curb line restored, accesses “2” and “4” will be
used for accessing above-ground parking and the main entrance to the building, and access “3”
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January 5, 2021
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will be used for accessing underground parking. It is recommended that the developer re-assess
the locations of accesses and traffic circulation in association with the site plan layout. For
example, as drivers exit the underground parking (access 3), users will be required to look back
and to the left for oncoming traffic which would be traveling down the private serpentine street.
This could be resolved with an alternative site design that takes into account traffic circulation
for all users (vehicular, pedestrian, bicyclists, etc.) within the site and the entire PUD.
During the review of this subdivision in 2000, it was approved that the trail system would extend
from Powers Boulevard to the parking lot for Sunset Ridge Park. As such, the developer of
Phase 1 extended the bituminous trail along the southerly right-of-way of Lake Drive West from
Powers Boulevard to the western property line of Lot 1 (approximately 1000 feet). In order to
continue the planned trail route, the applicant will be required to construct the portion of trail
along and abutting their northern property line. This would result in the extension of another
approximately 415 feet of trail towards Sunset Ridge Park.
The lot fronts on Lake Drive West and accesses via shared driveways with the rest of the Powers
Ridge development. The internal street system will be privately owned and maintained. The
proposed drive aisle widths meet the city’s ordinances. The drive aisles shall be a minimum of
24 feet wide and 26 feet wide when adjacent to parking stalls and built to seven-ton per axle
weight pursuant to Ordinance 18-57 o. and 20-1101. Parking lots shall be designed and
constructed in accordance with section 20-1118. Cross-access easements will need to be
prepared and recorded by the developer over the lots in favor of the property owners.
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The developer shall connect the sidewalks on the eastern side of the building to the sidewalk to
Lake Drive and on the western sides of the building to Lake Drive. Sidewalk construction
includes the construction of appropriate pedestrian ramps.
The applicant provides a drop-off and pick-up area at the main entrance to the building.
GRADING
The applicant is proposing to construct an at-grade filtration basin on the north portion of the site
and an underground filtration system at the southeast portion of the site under drive aisles and
parking areas. Through the proposed grading plan, it appears the southern portion of drainage
will be routed away from buildings into a series of catch basins and stormwater pipe located in
parking areas and directed to the underground filtration basin. The northern portion of the site
will be routed via overland flow (sheet flow) away from buildings and directed to the at-grade
filtration basin. Roof drains are also proposed which will capture runoff from the roof and route
the stormwater to the proposed stormwater BMPs. However, drainage arrows and emergency
overflow routes were not provided on the preliminary construction plans and will be required
upon submittal of final construction plans for review and approval by staff.
A geotechnical report prepared by Paul Gionfriddo, P.E. (license number 23093) with Haugo
GeoTechnical Services dated November 23, 2020 was provided by the applicant with the
submittal. The report utilized eight soil borings throughout the site to make determinations and
provide recommendations for the proposed construction, site grading, pavement design, etc. All
recommendations from the geotechnical report must be adhered to, and a geotechnical
engineering firm shall be on-site during grading operations. Groundwater was encountered at
three of the boring sites with a range of depth from 906.5 feet to 921.5 feet. This is
approximately 10.5 feet below the proposed underground parking elevation (GFE of 932.0),
however if groundwater is encountered during grading the grades shall be adjusted to maintain a
3 foot separation from the bottom floor elevations and adhering to the commendations of the soil
engineer on site. Changes to grades shall be submitted to the city for review and approval.
Based on the provided grading plan and narrative it is unclear whether or not the site grading will
balance the volume of earthwork necessary to achieve the proposed finished elevations. Should
earthwork quantities not balance on site and materials need to be imported or exported, the
developer will need to supply the City with a detailed haul route for review and approval by
staff. In addition, if material is proposed to be exported to another location in Chanhassen, it
should be noted that the properties would be required to obtain an earthwork permit from the
City. Also, if during the course of grading and/or construction any drain tile is discovered, the
developer shall notify the City Engineer and will be required to relocate or abandon the drain tile
as directed.
As currently proposed, the grading plan will require the construction of two retaining walls at the
north and south side of the property. The northern retaining wall does not provide call-outs for
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January 5, 2021
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total height, however it appears to be less than four feet. Updated plans shall call-out the height
of this retaining wall; the height of any retaining wall is measured from the top of the wall to the
bottom of the footing (not to the bottom of the wall at the top of grade). The southern retaining
wall does reach a height of four feet, and therefore shall be constructed in accordance with plans
prepared by a registered engineer and shall be constructed of a durable material (smooth face
concrete, masonry/mortared, railroad ties and timber are prohibited).
Lastly, grading is being proposed within the southerly portion of Lake Drive West right-of-way,
which is to the north of the property. While the current grading plan does not appear to have any
extraordinary or adverse impacts on the public right-of-way’s drainage, ultimately approval of
any work within the public right-of-way is subject to review and approval by the city. Any
grading approved within the public right-of-way will require a temporary construction easement
be entered into between the applicant and the city.
EROSION CONTROL
The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject
to the General Permit Authorization to Discharge Stormwater Associated with Construction
Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES
Construction Permit). The applicant has provided an ESCP along with a Stormwater Pollution
Prevention Plan (SWPPP), and while overall the plan appears feasible, it is deficient as it does
not include all the requirements listed under Sec. 19-145.(a)(2) such as the location of stockpiled
materials. As such, the applicant shall update the ESCP and resubmit for review and approval
with the submission of the final construction plans. An approved NPDES Construction Permit
shall be submitted to the city and all erosion control shall be installed and inspected prior to
initiation of site grading activities.
To guarantee compliance with the plans, and related remedial work, a cash escrow or letter of
credit, satisfactory to the city, shall be furnished to the city before a Notice to Proceed is issued
for the development. The escrow amount shall be 110% of the estimated costs of construction for
grading, erosion control and stormwater improvements associated with the development. The
city may use the escrow or draw upon the letter of credit to reimburse the city for any labor or
material costs it incurs in securing compliance with the plan or in implementing the plan. The
city shall endeavor to give notice to the owner or developer before proceeding, but such notice
shall not be required in an emergency as determined by the city. The assurance shall be
maintained until final stabilization and removal of erosion and sediment controls and acceptance
of dedicated public streets and public utilities.
WETLANDS
One wetland exists on site and was delineated in November 2020. This wetland was identified as
Type 3, PEM1C shallow marsh wetland located in the western portion of the property. This
wetland covered 0.12 acres within the property boundaries.
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January 5, 2021
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In the wetland delineation report, the applicant has stated that the wetland is functionally a
stormwater pond and appears to have intentionally or incidentally been created. The Wetland
Conservation Act (WCA) does not regulate impacts to incidental wetlands. According to the
WCA, "Incidental wetlands are wetland areas that the landowner can demonstrate, to the
satisfaction of the local government unit (LGU), were created in nonwetland areas solely by
actions, the purpose of which was not to create the wetland. Incidental wetlands include drainage
ditches, impoundments, or excavations constructed in nonwetlands solely for the purpose of
effluent treatment, containment of waste material, stormwater retention or detention, drainage,
soil and water conservation practices, and water quality improvements and not as part of a
wetland replacement process that may, over time, take on wetland characteristics.”
The applicant, in the wetland delineation report, provided some cursory evidence that this
wetland should be considered incidental, and thus not regulated by WCA. However, the amount
of the evidence is insufficient at this time, and the applicant has been made aware that a No-Loss
Application that includes more detailed evidence will be required to be submitted to the WCA
LGU. This will need to go through the WCA process, which includes a Technical Evaluation
Panel (TEP) review of the No-Loss application. If it is determined that this wetland is in fact
incidental, then it would not be regulated by the WCA and would not require mitigation. If it is
determined that the wetland is not incidental but in fact a WCA jurisdictional wetland, then a
wetland replacement plan may be required if the wetland is proposed to be impacted.
STORMWATER MANAGEMENT
Article VII, Chapter 19 of City Code describes the required stormwater management
development standards. Section 19-141 states that “these development standards shall be
reflected in plans prepared by developers and/or project proposers in the design and layout of site
plans, subdivisions and water management features.” These standards include abstraction of
runoff and water quality treatment resulting in the removal of 90% total suspended solids (TSS)
and 60% total phosphorous (TP).
The applicant has submitted a Stormwater Management Report (SMR) prepared by Matthew R.
Pavek, P.E. (license number 44263) with Civil Site Group, dated December 4, 2020. The
applicant proposes meeting stormwater requirements through the use of an at-grade filtration
system and an underground filtration system near the northwest corner and southeast corner of
the site, respectively (see image below). Based on the information provided within the SMR,
this appears to be an acceptable approach given the poor draining soils in the area and
justifications provided in the SMR. However, as the two filtration systems are being proposed to
tie in to public systems, downstream public stormwater BMPs must be analyzed to ensure the
increase in stormwater volume can be adequately handled in both the existing conveyance
systems and the downstream ponds. The applicant shall update the SMR to include these
systems in their modeling and analysis.
Planning Commission
1361 Lake Drive West – Lake Place
January 5, 2021
Page 16 of 26
The northwest, at-grade, filtration system is partially located within a public drainage and utility
easement and is being proposed to be connected to the public storm system at a catch basin
located north of the subject property, within Lake Drive West. The applicant shall adjust the
stormwater BMP to be wholly outside any public easements and will be required to upgrade the
existing catch basin to a catch basin manhole in order to properly facilitate the connection to city
standards. Additionally, the drain tile located within the northwest filtration system will be
required to have tracer wire to facilitate proper locating practices of the underground plastic pipe.
The southeast, underground, filtration system is being proposed to be connected to the public
system at an existing catch basin manhole located south of the subject property, within the
private street. City records and as-builts indicate that an existing stub was provided to the site at
this catch basin manhole, however the plans do not indicate that the existing stub will be utilized
or abandoned. Plans shall be updated accordingly. Additionally, no clean-outs or access
manholes were shown on the plans for the underground systems; final construction plans will
need to be adjusted accordingly to illustrate their locations.
The applicant has indicated that stormwater runoff will be captured via a trench drain prior to
entering the underground parking garage. The call-out on the plan states “trench drain shall be
pumped into building and interior system.” The applicant shall update the SMR to include
narrative regarding this system and indicate the discharge point of stormwater being pumped into
the building. Per Sec. 19-44 of City Ordinances, no stormwater shall be discharged into the
sanitary sewer system.
In addition, the following comments shall be addressed as the project moves forward:
Planning Commission
1361 Lake Drive West – Lake Place
January 5, 2021
Page 17 of 26
General
1. An approved Riley Purgatory Bluff Creek Watershed District (RPBCWD) permit shall be
required prior to the start of construction.
2. The plans show an existing wetland on site. Applicant shall confirm all applicable
wetland permitting and/or mitigation has been completed prior to commencement of
grading operations.
3. Work is shown outside of the property limits. Applicant shall have permission for all
work outside of the property limits prior to construction activities.
4. Applicant shall submit rational-method calculations to confirm that the storm sewer is
adequately sized for the 10-year rainfall event. This shall also include all downstream
public systems that are being proposed to be tied into.
Rate Control
1. Proposed peak runoff rates do not exceed existing runoff rates in the 2-, 10-, and 100-
year storm events. However, the applicant is showing a slight increase in the runoff rates
to Lake Drive West during the snowmelt event. The applicant shall confirm proposed
rates are less than existing for all storm events.
Water Quality
1. The stormwater narrative notes the system removes greater than 60% TP and 90% TSS
while decreasing TP and TSS loading from the proposed site compared to existing
conditions, which would indicate water quality requirements are met. Applicant shall
submit electronic, native copies of the existing and proposed P8 models for review to
confirm.
Volume Control
1. Soil borings show HSG D soils which are not suitable for infiltration per RPBCWD
requirements. RPBCWD abstraction sequencing for restricted sites must be followed
since infiltration is being proposed as prohibited onsite.
a. Note that only volume below the drain tile may be counted towards abstraction
requirements in the underground filtration basin.
2. Section 3.1 of the Stormwater Management Report states “The total proposed site
imperious area is 72,724 SF. The total impervious area directed to the filtration systems is
74,404.” The applicant shall clarify the total existing impervious area, total proposed
impervious area, and the amount of impervious area directed to the filtration system.
a. The existing and proposed impervious areas noted in the stormwater narrative do
not correspond with the impervious areas listed on the SWPPP. This discrepancy
shall also be clarified.
Plans
1. Upstream inverts into the underground filtration basin are at the same elevation as the
outlet (935.25). It is recommended the inlets be higher than the outlet to avoid water
backing up into the inlet pipes.
Planning Commission
1361 Lake Drive West – Lake Place
January 5, 2021
Page 18 of 26
2. It is unclear where the 6” drain tile from the underground filtration basin will outlet based
on the utility plan. The applicant shall clarify and update plans accordingly.
3. The utility plans show a 6” PVC pipe coming into the above-ground filtration system at
an elevation (930.0) below the ground elevation of the filtration basin listed on the utility
plans (933.0 and below the drain tile invert elevation (931.5). Applicant shall clarify and
update the elevations accordingly.
a. Note that the grading plans show the basin graded down to a 930. Applicant shall
confirm elevations for the basin and confirm HydroCAD modeling is
representative of the plans.
4. The utility plan and HydroCAD model show 24” storage pipes being utilized for the
underground filtration system however the detail shows 36” pipes. Plans shall be updated
to be consistent.
5. A cross section for the proposed above-ground filtration basin shall be provided on
updated construction plans.
6. All connections methodologies to existing storm structures shall be noted and provided
on updated construction plans.
7. Inlet protection shall be shown for the existing catch basins just east of the construction
entrance.
Modeling
1. For the larger drainage areas, time of concentration should be calculated rather than using
a direct entry of six minutes, or further justification for the use of six minutes in the SMR
should be provided.
Staff requests that the applicant address each of the comments above and provide a written
response by restating each comment and stating how each comment was addressed and include
supporting documentation.
SANITARY SEWER AND WATER
Public sanitary sewer and water are available to adequately serve the site. The public utilities
were built-out during Phase 1 and Phase 2 of the subdivision and are encumbered by public
drainage and utility easements. The applicant is proposing to wet tap an 8-inch combined
domestic/fire water service from the municipal 8-inch PVC water main located within the private
drive and core-drill into a municipal sewer manhole located within a public drainage and utility
easement on Lot 2.
The applicant has elected to abandon the existing 8-inch water service lateral installed during the
original installation of the public utilities and proposes a new connection via a wet tap. The wet
tap method is not approved as a cut and section method (installation of a tee and sleeve) will be
required if the applicant ultimately elects to abandon existing water laterals and install a new
one. The installation of a tee has become standard city policy when connecting two same size
Planning Commission
1361 Lake Drive West – Lake Place
January 5, 2021
Page 19 of 26
public water main sections together. The method of wet tapping cuts a coupon (section of pipe)
the diameter of the pipe. When cutting a pipe of the same diameter into another it leaves less
pipe structure to support the connection and can have a higher potential for failure compared to
the cut and section method. Updated plans reflecting these changes will be required and shall be
submitted to the city for review and approval prior to issuance of a notice to proceed. Depending
on the tap location, this may require coordination with Public Works Utility Department for the
isolation of the main along with the applicant’s contractor coordinating with impacted residents
for the water main shutdown.
Sanitary sewer is proposed to be had from an existing manhole located within a drainage and
utility easement within the property to be developed. The method of core-drilling into the
manhole is acceptable, however it will also be required to be a booted connection per the city’s
standards. All utility installations and connections to public utilities shall be in accordance with
the latest edition of the city’s Standard Specifications and Detail Plates.
Lastly, the proposed location of the development’s monument sign is currently directly over the
public sanitary sewer main and within the public drainage and utility easement. The sanitary
sewer in this location is approximately 16 feet deep. OSHA can require a 1.5H:1V slope
depending on soil types, in which a 24-foot wide trench would be required to repair/replace this
section of sanitary sewer. In order to efficiently and effectively maintain this public utility, the
applicant shall relocate the proposed monument sign wholly outside the public drainage utility
easement and public right-of-way.
Miscellaneous
A building permit must be obtained before beginning any construction. Building plans must be
prepared and signed by design professionals licensed in the State of Minnesota. Building plans
must provide sufficient information to verify that proposed building meets all requirements of
the Minnesota State Building Code, additional comments or requirements may be required after
plan review. The building is required to have automatic fire extinguishing systems. Structure
proximity to property lines (and other buildings) will have an impact on the Code requirements
for the proposed buildings, including but not limited to: allowable size, protected openings and
fire-resistive construction. These requirements will be addressed when complete building and
site plans are submitted. Building plans must include a Code analysis that contains the following
information: Key Plan, Occupancy group, Type of construction, Allowable height and area, Fire
sprinklers, Separated or non-separated, Fire resistive elements (Exterior walls, Bearing walls -
exterior or interior, Shaft, Incidental use), Occupant load, Exits required (Common path, Travel
distance), Minimum plumbing fixture count. Retaining walls more than four feet high must be
designed by a professional engineer and a building permit must be obtained prior to construction.
A final grading plan and soils report must be submitted to the Inspections Division before
building permits will be issued.
Planning Commission
1361 Lake Drive West – Lake Place
January 5, 2021
Page 20 of 26
All egress doors on all sides should have a hard surface path that leads from the egress door to
the public right-of-way.
PARKS & RECREATION
The developer shall be responsible for construction of the Lake Drive West trail along the
northwest portion of the property traveling approximately 505 feet from the eastern driveway
entrance to western driveway entrance. The developer/applicant shall provide design,
engineering, construction and testing required of the Lake Drive West trail. All construction
documents, including material costs, shall be delivered to the Park and Recreation Director and
City Engineer for approval prior to the initiation of construction. The trail shall be eight feet or
to the current width to match the existing trail, surfaced with asphalt and constructed to meet all
city specifications. The applicant shall be reimbursed by the city for the cost of the aggregate
base and trail surfacing. This reimbursement payment shall be made upon completion and
acceptance of the trail and receipt of an invoice documenting the actual costs for the construction
materials noted. Labor and installation, design, engineering and testing services are not
reimbursable expenses.
The PUD for this site requires no trail fees and ½ park fees based on previous agreements for this
site. The current rate is $3,800 per dwelling for multi-family/apartment unit and half is credited
due to parkland dedication.
1,900 per unit X 110 units = $209,000.00 Total Park Dedication Fees
The development paid $166.67 per unit X 88 units = $14,666.96 at the time of subdivision and
previous site plan approval. In 2000, at the time of subdivision, 22 units were not included in the
park fee calculation and paid for so they will pay the full $1,900 per unit. The developer shall
pay a total of $194,333.04 in Park fees prior to the issuance of a building permit.
Compliance Table Code Project (Lake Place)
Building Height 3 stories 3 stories
35 feet 42 feet (to midpoint of highest gable)
Building Setback N - 50' E - 10' N - 59' E - 48'
W - 10' S - 25' W - 118' S – 77’
Parking Stalls 128 stalls 155 stalls
One stall per unit enclosed, plus visitor parking of one stall per four units) Includes ten stalls
for the community building.
Parking Setback N - 50' E - 0' N - na E - 0
W - 0' S - 0' W - 50' S - 3'
Planning Commission
1361 Lake Drive West – Lake Place
January 5, 2021
Page 21 of 26
Hard Surface Coverage 35% @ 58%
@ over the 21.34 acre multi-family development total hard cover is 7.5 acres
Lot Area 3.68 acres 3.68 acres
RECOMMENDATION
Staff recommends that the Planning Commission approve the site plan for a 110-unit, three-story
apartment building with a variance for the building height to allow 42 feet to the midpoint of the
roof subject to the following conditions:
Building
1. A building permit must be obtained before beginning any construction.
2. Building plans must be prepared and signed by design professionals licensed in the State
of Minnesota.
3. Building plans must provide sufficient information to verify that proposed building meets
all requirements of the Minnesota State Building Code, additional comments or
requirements may be required after plan review
4. The building is required to have automatic fire extinguishing systems.
5. Structure proximity to property lines (and other buildings) will have an impact on the
Code requirements for the proposed buildings, including but not limited to allowable size,
protected openings and fire-resistive construction. These requirements will be addressed
when complete building and site plans are submitted.
6. Building plans must include a code analysis that contains the following information: Key
Plan, Occupancy group, Type of construction, Allowable height and area, Fire sprinklers,
Separated or non-separated, Fire resistive elements (Exterior walls, Bearing walls -
exterior or interior, Shaft, Incidental use), Occupant load, Exits required (Common path,
Travel distance), Minimum plumbing fixture count.
7. Retaining walls more than four-feet high must be designed by a professional engineer and
a building permit must be obtained prior to construction.
8. A final grading plan and soils report must be submitted to the Inspections Division before
building permits will be issued.
Planning Commission
1361 Lake Drive West – Lake Place
January 5, 2021
Page 22 of 26
Engineering and Water Resources
1. The applicant shall submit an updated existing conditions survey upon submittal of final
construction plans with the following updates:
a. The location of a second benchmark (top nut of second hydrant);
b. Utility locations primarily based off GSOC locates and/or any as-built
information available (clarify “Per Plans” or the “source information”);
c. Existing sanitary manholes shall utilize city nomenclature;
d. Show extents up to 150 feet beyond site’s boundary which are to include utility
lines, easements, right-of-way, spot elevations, contours, etc.;
2. The applicant shall escrow $2,200.00 with the city as a financial guarantee for a share of
the local cost participation based on traffic generated from the site for a future traffic
signal at the intersection of Lake Drive West and Powers Boulevard. The cost of the
traffic signal is based upon a figure of $20 per unit.
3. Drainage arrows and emergency overflow routes shall be illustrated on updated
construction plans for review and approval by the city prior to issuance of a Notice to
Proceed.
4. A geotechnical engineering shall be on-site during grading operations. If groundwater is
encountered during grading, grades shall be adjusted to maintain a three foot separation
from the bottom floor elevation and adhering to the recommendations of the soil engineer
on site. Changes to grades shall be submitted to the city for review and approval.
5. The applicant shall supply the city with a detailed haul route for review and approval by
staff for materials imported to or exported from the site. If the material is proposed to be
removed off site to another location in Chanhassen, that property owner will be required
to obtain an earthwork permit from the city.
6. During the course of grading and/or construction if any drain tile is discovered, the
developer shall notify the City Engineer and shall relocate or abandon the drain tile as
directed.
7. All retaining walls exceeding four feet in height shall have plans and details prepared by
a registered engineer or landscape architect prior to issuance of building permits.
8. Any grading approved within the public right-of-way shall require the execution of a
temporary construction easement between the applicant and the city.
9. The applicant shall apply for and obtain permits from the appropriate regulatory agencies,
as necessary, i.e. Riley Purgatory Bluff Creek Watershed District, Carver County,
Planning Commission
1361 Lake Drive West – Lake Place
January 5, 2021
Page 23 of 26
Minnesota Pollution Control Agency, Minnesota Department of Natural Resources,
Army Corps of Engineers, etc. and comply with their conditions of approval.
10. The applicant shall enter into a site plan agreement with the city and provide necessary
financial security to guarantee compliance with the terms of site plan approval. This shall
include, but is not limited to, 110% of the estimated costs of construction for grading,
erosion control and stormwater improvements associated with the development.
11. The Stormwater Management Report and modeling shall be updated to include analysis
of downstream public conveyance and stormwater BMPs that are being proposed to be
connected to in order to ensure they will adequately function with the increase in
stormwater volumes.
12. The applicant shall adjust stormwater basins to be wholly outside any public easements.
13. The existing catch basin proposed to be connected to within Lake Drive West shall be
removed and a new catch basin manhole constructed in order to properly facilitate the
connection to city standards. A temporary traffic control plan will be required in
association with this work.
14. Drain tile located within the northwest filtration system are required to have tracer wire,
plans shall be updated accordingly.
15. The applicant shall update the Stormwater Management Report to include narrative
regarding the trench drain system near the underground parking entrance and indicate the
discharge point of stormwater being pumped into the building. Per Sec. 19-44 of City
Ordinances, no stormwater shall be discharged into the sanitary sewer system.
16. The applicant shall confirm all applicable wetland permitting and/or mitigation has been
completed prior to commencement of grading operations.
17. The applicant shall obtain all required permission for work outside of the property limits
prior to construction activities.
18. The applicant shall submit rational-method calculations to confirm that the storm sewer is
adequately sized for the 10-year rainfall event. This shall also include all downstream
public systems that are being proposed to be tied into.
20. The applicant shall confirm proposed rates are less than existing for all storm events,
including but not limited to the 10-day snow melt.
21. The applicant shall submit electronic, native copies of the existing and proposed P8
models for review and approval.
Planning Commission
1361 Lake Drive West – Lake Place
January 5, 2021
Page 24 of 26
22. The applicant shall clarify the total existing impervious area, total proposed impervious
area, and the amount of impervious area directed to the filtration system as the existing
and proposed impervious areas noted in the stormwater narrative do not correspond with
the impervious areas listed on the SWPPP.
23. The applicant shall clarify where the 6” drain tile from the underground filtration basin
will outlet and update plans accordingly.
24. The applicant shall clarify the elevation of the 6” PVC pipe coming into the above-
ground filtration system and update the plans accordingly. Note that the grading plans
show the basin graded down to a 930. Applicant shall confirm elevations for the basin
and confirm HydroCAD modeling is representative of the plans.
25. The utility plan and HydroCAD model show 24” storage pipes being utilized for the
underground filtration system however the detail shows 36” pipes. Plans shall be updated
to be consistent.
26. A cross section for the proposed above-ground filtration basin shall be provided on
updated construction plans.
27. All connections methodologies to existing storm structures shall be noted and provided
on updated construction plans.
28. Inlet protection shall be shown for the existing catch basins just east of the construction
entrance.
29. The applicant and their engineer shall work with city staff on amending the preliminary
construction plans, dated December 4, 2020, prepared by Matthew R. Pavek, PE with
CivilSite Group, to fully satisfy staff concerns. Final construction plans will be subject to
review and approval by staff.
30. The applicant shall relocate the proposed monument sign wholly outside the public
drainage utility easement and public right-of-way.
Environmental Resources
1. A total of 16 over story trees shall be located around the parking lot and driveways.
2. Screening through the use of shrubs shall be added to the south side of the building at the
west side along the entry drive.
Planning Commission
1361 Lake Drive West – Lake Place
January 5, 2021
Page 25 of 26
3. The applicant shall remove Colorado spruce and Northwoods Red maple from the plant
schedule. Alternative selection of trees shall meet city ordinance for diversity (30-20-10)
and be appropriate for clay, compacted soils.
4. A total of eight over story boulevard trees shall be planted along Lake Drive West outside
of the right-of-way.
5. Applicant shall increase understory trees in bufferyard along Lake Drive West to meet
minimum requirements.
6. The PUD agreement states that the applicant shall provide a minimum of $500.00 of
landscaping per multi-family unit. The applicant shall provide the city with a cost
estimate for the required landscaping at the time of building permit approval showing
compliance with this requirement.
Fire
1. All egress doors on all sides should have a hard surface path that leads from the egress
door to the public right-of-way.
Parks
1. The developer shall pay $194,333.04 in Park fees with the building permit.
2. The developer shall be responsible for construction of the Lake Drive West trail along the
northwest portion of the property.
Planning
1. The developer shall enter into a site plan agreement and provide the security required by
it prior to receiving a building permit.
2. The developer shall be required to enter into a Tax Increment Financing Agreement
ensuring the affordability of the units.
3. A separate sign permit application, review and approval shall be required prior to site
sign installation.
4. The developer shall connect the sidewalks on the eastern side of the building to the
sidewalk to Lake Drive and on the western sides of the building to Lake Drive.
5. A revised lighting plan with photo metrics shall be submitted for city review and
approval.
Planning Commission
1361 Lake Drive West – Lake Place
January 5, 2021
Page 26 of 26
ATTACHMENTS
1. Findings of Fact and Recommendation
2. Application for Development Review
3. Variance Narrative
4. Plan Sheets
5. Resident Comment
6. Public Hearing Notice and Mailing List
g:\plan\2021 planning cases\21-04 1361 lake drive w. lake place (powers ridge apt, bldg c)\staff report lake place final.docx
1
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND RECOMMENDATION
IN RE:
Application of TPS Holding LLC for Site Plan approval for a 110-unit, three-story apartment
building (Lake Place) with a variance for building height.
On January 5, 2021, the Chanhassen Planning Commission met at its regularly scheduled
meeting to consider the application of TPS Holding LLC for site plan approval with a variance to
permit a 42-foot building height. The Planning Commission conducted a public hearing on the
proposed development 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 Planned Unit Development – Residential, PUD-R.
2. The property is guided in the Land Use Plan for Residential High Density use.
3. The legal description of the property is:
Lot 2, Block 1, Powers Ridge Apartment Homes 2nd Addition, Carver County, Minnesota
4. Site Plan Review:
a. 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;
Finding: The proposed development complies with the elements and objectives of the
city's development guides and the zoning requirements for the site contingent on
approval of the height variance.
b. Is consistent with site plan division;
Finding: The proposed development complies with the Site Plan review requirements of
the Chanhassen City Code.
c. 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;
Finding: The site has been significantly altered by previous uses on the surrounding
2
parcel. The proposed development design is in keeping with the general appearance of
the neighboring developed areas.
d. 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;
Finding: The proposed development creates a harmonious relationship of building and
open space with site features and with existing buildings having a visual relationship to
the development. The development will complete some internal pedestrian facilities
tying the project together.
e. Creates a functional and harmonious design for structures and site features, with special
attention to the following:
1) 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;
2) The amount and location of open space and landscaping;
3) 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
4) 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.
Finding: The proposed development creates a functional and harmonious design for
structures and site features, subject to compliance with the conditions of approval. The
proposed development improves pedestrian access throughout the area. The proposed
building improves the architectural appearance of the area.
e. 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.
Finding: The proposed development protects adjacent and neighboring properties
through reasonable provision for surface water drainage, sound and sight buffers,
preservation of views, light and air and traffic circulation.
5. Variance. Section 20-58 of the City Code provides the following criteria for the granting of a
variance:
3
a. Variances shall only be permitted when they are in harmony with the general purposes
and intent of this Chapter and when the variances are consistent with the Comprehensive
Plan.
Finding: The proposed variance for the building will be in harmony with the building
heights in the rest of the Powers Ridge development. Additionally, this building is
located on the north side of the project so it will not impact solar access for the rest of the
site.
b. When there are practical difficulties in complying with the zoning ordinance. "Practical
difficulties," as used in connection with the granting of a variance, means that the
property owner proposes to use the property in a reasonable manner not permitted by this
Chapter. Practical difficulties include, but are not limited to, inadequate access to direct
sunlight for solar energy systems.
Finding: The property owner is proposing a three-story apartment building similar to the
existing development, but updated to be equivalent and competitive with current design,
construction and energy standards. The building uses 10-foot first floor and nine-foot
second and third floor ceiling heights rather than eight-foot ceilings and provides one-
foot six-inch floor trusses for efficient mechanical design. The roof design also adds
approximately four feet to the overall building height.
c. That the purpose of the variation is not based upon economic considerations alone.
Finding: The proposed variance is not due to economic considerations, but due to the
existing configuration of the parking lot for the multiple commercial buildings in this
area.
d. The plight of the landowner is due to circumstances unique to the property not created by
the landowner.
Finding: The existing parking lot configuration is due to the cross parking and cross
access easements in place for this commercial area.
e. The variance, if granted, will not alter the essential character of the locality.
Finding: The variance would continue the configuration of the parking lot that is tied in
to the adjacent parking lot.
f. Variances shall be granted for earth sheltered construction as defined in Minnesota
Statutes Section 216C.06, subdivision 14, when in harmony with this Chapter.
Finding: This condition is not applicable.
6. The planning report #2021-04, dated January 5, 2021, prepared by Robert Generous, et al, is
incorporated herein.
4
RECOMMENDATION
The Planning Commission recommends that the City Council approve the Site Plan with
a variance for the building height for Lake Place Independent Living apartments subject to the
recommended Conditions of Approval contained within the staff report.
ADOPTED by the Chanhassen Planning Commission this 5th day of January, 2021.
CHANHASSEN PLANNING COMMISSION
BY:___________________________________
Steven Weick, Chairman
g:\plan\2021 planning cases\21-04 1361 lake drive w. lake place (powers ridge apt, bldg c)\findings of fact lake place.doc
CruMCIINIIASSXI{
APPLICATION FOR OEVELOPMENT REVIEW
Submittal Date
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fl Comprehensive Plan Amendment s600 D Subdivision (SUB)
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fl Conditional Use Permit (CUP)
300
Dtr Single-Family Residence $325
M25
E Create over 3 |ots.......................$600 + $15 per lot
tots)
Metes & Bounds (2 lots).................................. $300
E Consolidate Lots..............................................9150
Lot Line Adjustnent.........................................$150
E Final P1at......... ..................$700
lncludes 5450 escrow for attomey costs)'
Additional escruw may be rcqul€d toa otlrer applicatbns
through *le deve{opm€nt contract.
D Vacation of Easements/Right-of-way (VAC)........ $300
Addruoml recording fees rnay apply)
All Others.............................
E lnterim Use Permit (lUP)
D ln conjunction with Single.Family Rosidence.. S325nettottrers................$425
Rezoning (REZ)
A 2lanned Unit
El'Minor Amend
Att omers......
Development (PUD)$750
100
500
ment to existing PUD
arianceUen)920O
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E S e Plan Review (SPR)
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s275
100
500
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Plus 010 per l,ooo square reet oi uuiioiil;;' -- Ll zoning App€al
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lnclude number of glqlEg emplo!€€s: _D Zoning Ordinance Arnendment (ZOA)................
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El Property Owners' List within 500' (city to gene.at€ 6ller Ee-appllcatbn meeting)$tD ...... $3 per address
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lnterim Use Pormit
Variance
Easements L easements)
E wetand Alteration Permit
Kli., z33otr
Description of Poposal: 1 10 Unit Apartment Building for Affordable and Market rate Senior
Prop€rty Address or Location
Parcel #: 25636@20
1361 Lake Drive West
Total Acreaga:3.68
Present Zoning:Planned Unit Developrnent (PUD)Requested Zoning Planned Unil Developrnent (PUD)
Present Land Use Designation . Residential High Densit)
Existing Use of Property:Land is currently vacant
Section 1: Application Type (check all that apply)
Section 2: Required lnformation
lcheck box if saparate narrative is attached.
Requested Land Use Desig nation. Residential High Density
CO,II UI{ITY DEVELOP ENT DEPART ENT
Planning Division - 7700 Market Boulevard
Mailing Address - P.O. Box 147, Chanhassen, MN 55317
Phone: (952) 227-1100 / Fax: (952) 227-1110
E Notification Sign (city to instal and lemove) ...................
Site
Legal Description:
Wetlands Present? E ves Z No
Section 3: Properly Owner and Applicant lnformation
APPLICANT OTHER THAN PROPERTY OWNER: ln signing this application, l, as applicant, represent to have obtained
authorjzation from the property ownsr to file this application. I agree to be bound by conditions of approval, subject only to
the right to object at the hearings on the application or during th6 appeal period. lf this application has not been signed by
the property owner, I havs attached separate documentation of lull legal capacity to file the application. This application
should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this
application. I will koep mysetf informed of the deadlines for submission of material and the progress of this application. I
further understand that additional fees may be charged for consulting fees, faasibility studies, etc. with an estimate prior to
any authorization to proceed with the study. I cortify that the information and exhibits submitted ars true and conect.
Name: TPS Holding LLC Contact: Todd l/. Simning
Address 350 Hwy 7, Suite 218 Phone
612) 590-8099
Signature Todd M. Simning Otrrrry rlmd t ldr, M SrmirE
Od6: 2@0.10 l,a 13:54 57 SS'
PROPERTY OWNER: ln signing this application, l, as property owner, have full legal capacity to, and hereby do,
authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those
conditions, subiecl only to the right to obiecl at the hearings or during the appeal periods. I will keep myself informed of
the deadlines for submission of material and the progress of this application. I further understand hat additional fees may
be charged for consulting fees, feasibility studies, etc. with an ostimate prior to any authorization to proceed with the
study. lcertify that the information and exhibits submitted are true and consct.
Name:
Cell:
Fax:
Contact:
Phone:
Cell:
Fax:
gon164 Matl Pavek
Phone: (612) 615-0060
Cell:
Fax:
Address:
City/Statefzip:
Email:
Signature
This application must be completed in full and must be accompanied by all infomation and plans required by
applicable City Ordinance provisions. Before filing this application, refer lo the appropriate Application Checklist
and confer with the Planning Department to determine the specilic ordinance and applicable procedural
requirements and fees.
A detsrmination of completeness of the application shall b€ made within 15 business days of application submittal. A
written notice of application deficiencies shall be mailad to the applicant within l5 business da)€ of application.
PROJECT ENGINEER (if applicable)
Name: Civil Site Group
Address:4931 W 35th Street
city/state/zip:St. Louis Park, MN 55416
Mpavek@ civilsitegroup.comEmail
Section4: Notification lnformation
Who should rrcoivo coples of staff reports?
I Property Owner Via: D Email ! tvtaited Paper Copy
Otter Contact lnfomation:
Name: Peter Jesh
E appticant Via:
E Engineer Via:
E Otref Via:
Address:
City/State/Zip:!
Maiteo Paper Copi Email:oeter.iesh@ silve rseekeouitu.mm
copy to the city for processing.
PRINT FORTI SUBMIT FORi,l
Email
Email
Email
tru Mailed Paper Copy
Mailed Paper Copy
City/State/Zip: Excelsior, MN 55331
E."11. todd@ ador-homes.mm
Dajc. 1ol't4l2o
Date: _
INSTRUCTIONS TO APPLIGANT: Complete all nocessary form fi6lds, then select SAVE FORM to save a copy to your
device. PRINT FORM and deliver to city along with roquired documents and payment. SUBMIT FORM to send a digital
SAVE FORM
7645 Lyndole Avenue Soulh, Suife 100
Minneqpolis, MN 55423
612.86r.9636
Chonhossen lndependent Senior
1361 Loke Drive w, Chonhossen, MN
Height Vorionce Description
5) Wdtten descriplion of vorionce requesl.
Apprrcont nesponse: Projec, leom hos been odvise d the ollowoble height for the Noject 35'
meosured from the firsl floor lo the overoge height of the tollest goble roof . Curently, the proposed
building hos o totol height of 1l '-9" when rneosure d in this monner. We ore requesting o voionce
lo exceed rhe ollowoble height for this proiect ossocioted with fhe Powers Rrdge Plonned Unit
Development.
6) Wdtlen Justlficolion of how requesl complles wlth lhe ffndlngs for gronling o vorlonce (pursuont lo
Sectlon 20-58) os follows:
o. Vorlonces sholl only be permllled when they ore ln hormony willr lhe generol purpose3 ond lnlent of
thls Chopler ond when lhe vorionces ore conslslent wllh lhe comprehenslve plon.
Apprrcont Response: 7he vononce request tot oddilionol height is rn homony with the other
consrrucled buildings rn lhe previoudy opproved Plonned Unit Developrnenl ond consislen, wilh
he cornprehensive plon. Ihe proposed srrucrure ris ,hree sron'es toll, with o pitched roof , over on
underground potking goroge, which is consislent with the olreody conslructed multi-fomily
sfrucrures included in the PUD.
b. When lhere ore procticol dlfficultles In complylng wllh lte zoning ordinonce. "Procllcol dltrlcullles,"
os used ln conneclion wilh lhe grontlng of o vodonce, meons lhotlhe property otvner proposes to
use the property in o reosonoble monner not permltled by this Chopter. Proclicol dfficullles include,
but ore not llmlled to, inodequote occess to dlrect sunllghl tor solor energy systems.
Appricont Response: lhe proctcol difficulties to be considered ore pdmoily reloted to providing
o new multi-unit residenliol bu/ding which is equivolent and competitive with cunent design,
construction ond energy stondords while olso ochieving City Guidelines. The following notes
provide odditionol commentory on ,he regues, for odditional height.
o. As lh,s prol'ect is o pad of o PUD, we ore proposing o lhree-story, pitched roof structure,
consistent wifh lhe mossing ond roof style of the other l struclures within the PUD. wilh the
vorying grodes ond retoining wolls sunounding lhe orher properl,'es, our mossing ond height
will be compolible with the other PUD structures. The odded height will not olter the exisling
chorocter ot the PUD.
b. Chonhossen Potdng dimensiono, stondords req uie o 26' dive lone ond 18' porking slol,t
which is 2-4' wider thon other locol munic,po,iries. Ihe odded building wlCfh increoses lhe
totol height of the pitched roof by l -2' .
c. Our firms Best Practices for energy efficiency include providing on 18" Energy Heel ot
pirched roofs,n our climote. Ihis lS" heel exceeds typlbol code minimums bul increoses
totol height of pitched roof by 8-12".
d. Ihe proposed structure hos o pimory roof pitch of 6:12, with shed roof feotures at o 4:12
pirch. As we do nol design below o 1:12 pitch in ,his climofe. fo ochieve the desired roof
Poge 1
ond foeode oi'tculdtion the pimory roof is best des,gned with o 6:12 pitch, which increoses
totol height of the pitched root by 3'-0' of height over o 4:12 roof .
e. The proiect intends to utilize 18" floor ,russes which ore besl proclice for rnechonicol des,gn,
which increoses totol height by 14" over smoller slructure.
f . Ceiling Heighh: Ihr3 prolecl infe nds to provide I0' cei,r,ngs of ,he first floor, ond 9' ce,lrngs on
levels 2 ond 3. Ihe 9' ceilings ore lorgely considered stondord with new consrruction of fhr's
product type. 7he fi'st Floor is des,gned ot l0' due to rhe srgnificont omount of communily
omenity spoce on level l. Ihese f,n,shed ceilrng heights, stondord for new construction,
increose the totol height by 1', over o proiecl with 8'ceilrngs.
Appltcont Response: Ihe vorionce regues, b nol reloled lo economic considerofions. Ihe
odditionol building height will octuolly increose the ,orol cost of conslruction bu, is necessory for
lhe reosons sfored obove.
d. The pllght ot the londowner is due lo clrcumslronces unlque to lfie property nol creoted by the
londowner.
Apprrcont Response: The vorionce requesf ,! nol creoted by the londowner but rother by the
necessity to de,iver o product thot is comporoble ond competitive to other similor product
being constructed in the morket, while olso deliveing o thoughtf ul orchitecluro, design which
willimprove upon the existing condifions.
e. The vorlonce, ll gronled, wlll nol oller lhe essenliol chorocler ol lhe locollty.
App,icon, Response: Ihe proposed building is consisfenl wilh lhe exisling slructures ond will not
o,ler lhe essenliol chorocter of the locolity.
t. Vorlonces rholl be gronled tor eodh shellered conslruclion os defined in Mlnnesolo Stofuler Secllon
216C.06. subdlvbion 14, when ln hormony wllh lhls Chopter.
Appriconl Response: Noi Applicoble
Poge 2
c. Ihol the purpose of the voriolion is nol bosed upon economic conslderolion3 olone.
TUSHIE MONTGOMERY ARCHITECTS
TUSHIE MONTGOMERY
ARCHITECTS
PROJECT INFO
12/04/201361LakeDriveWest, Chanhassen, MN 55317
Chanhassen Independent Living 01
Project narrative
Site info
Project team
Project info
Address
1361 Lake Drive West
Chanhassen, MN 55317
Site Location
Developer
Architect
Tushie Montgomery Architects
7645 Lyndale Avenue South Suite 100
Minneapolis, MN 55423
Evan Jacobsen, Architect
evanj@tmiarchitects.com
Building Information
Site Regulations
Zoning Plate
Zoning
Current Zoning: PUD
Site Area
160,637 S.F (3.68 Acres)
Pervious/Impervious Area
Total Site Area 160,637 SF
Total Building Footprint 41,506 SF
Total Non-Building Site Area 119,131 SF
Total Impervious Non-Building Area 51,016 SF
Total Impervious Area 92,440 SF
Total Pervious 61,996 SF
Total Landscape Area 61,996 SF
Building SF
1st Floor 41,506 SF
2nd Floor 41,506 SF
3rd Floor 41,506 SF
Total Building Area 124, 518 SF
Lower Level Garage 41,506 SF
Total Garage Area 41,506 SF
Grand Total 166,024 SF
Parking
Lower Level Garage 110 Spaces
Surface Parking 35 Spaces
Total New Parking 145 Spaces
Rooms per floor
1st Floor 34 Units
2nd Floor 39 Units
3rd Floor 37 Units
Total 110 Units
Room Mix
Small One Bed 12 Units
One Bed 29 Units
One Bed Den 27 Units
Two Bed 36 Units
Two Bed Den 6 Units
Total 110 Units
Units
Site
TPS Holding LLC
350 Hwy 7, Suite 218
Excelsior, MN 55331
Todd Simning, President
todd@ADOR-HOMES.com
Fire Protection System
NFPA 13
The developer is proposing an exciting new 3 story
independent living apartment building in the city
of Chanhassen. The building will be located in a
neighborhood that has residential and offices
nearby. The building would include 110
apartments of both market rate and affordable.
There would also be one level of underground
parking totaling 110 spaces. The structure would
consist of three levels of wood construction above
grade. The proposed exterior materials are
brick/stone, lap siding, board and batten siding,
and glass.
Content Index
Civil Sheets
C0.0 Title Sheet
V1.0 Site Survey
C1.0 Removals Plan
C2.0 Site Plan
C3.0 Grading Plan
C4.0 Utility Plan - Water and Sewer
C4.1 Utility Plan - Storm Sewer
C5.0 Civil Details
C5.1 Civil Details
C5.2 Civil Details
L1.0 Landscape Plan
L1.1 Landscape Plan Notes & Details
SW1.0 SWPPP - Existing Conditions
SW1.1 SWPPP - Proposed Conditions
SW1.2 SWPPP - Details
SW1.3 SWPPP - Narrative
SW1.4 SWPPP - Attachments
SW1.5 SWPPP - Attachments
Architectural Sheets
01 Project Info
02 Site Context
03 Context Aerials
04 Site Plan
05 Lighting Plan
06 Floor Plan - Garage & 1st
07 Floor Plan - 2nd, 3rd, Roof
08 Elevations
09 Renderings
10 Perspectives
11 3rd Floor - Deck Option
Civil Engineer
Civil Site Group, PC
4931 W. 35th St, Suite 200
St Loius Park, MN 55416
Matt Pavek, Civil engineer
mpavek@civilsitegroup.com
Project info
Submittal List
2020 12-04 City Submittal
PUD Ammendment
Room Sizes Range
Small One Bed 686 - 744
One Bed 747 - 817
One Bed Den 917 - 1002
Two Bed 965 - 1072
Two Bed Den 985 - 1157
Legal Descriptions
Lot 2, Block 1, Powers Ridge Apartment Homes
2nd Addition, Carver County, Minnesota
Civil Engineering
Surveying Landscape Architecture4931 W. 35th Street, Suite
200St. Louis Park, MN 55416civilsitegroup.com 612-615-
0060LAKE PLACE 1361
LAKE
DRIVE
W.
CHANHASSEN,
MN
55317
350
HWY
7,
SUITE
218
EXCELSIOR,
MN
55331
TPS
HOLDING
LLC
PROJECT
ISSUE/
SUBMITTAL
SUMMARYDATEDESCRIPTION............
PROJECT
NUMBER:
20351............
12/
4/
20CITY
SUBMITTALDRAWN
BY:REVIEWED
CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSREMOVEEXISTINGCURBANDGUTTER,
TYP.ALL
UNUSED EXISTING WATER SERVICESWITHIN THE PROPOSED LIMITS
SHALL BEREMOVED AND ABANDONED BACK TO THEMAIN PER
CITY OF CHANHASSEN
STANDARDSREMOVE
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LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSGARAGE LEVEL1ST FLOOR LEVELNOPARKINGSB-7SB-8SB-
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BASINBOT= 933.
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LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSGARAGE LEVEL1ST FLOOR LEVELNOPARKINGSB-7SB-8SB-
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BASINBOT= 933.
00100 YR HWL = 932.25EOF=935.50CONSTRUCTION
LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSGARAGE LEVEL1ST FLOOR LEVELNOPARKINGSB-7SB-8SB-
1SB-6SB-2SB-
4SB-
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Civil Engineering
Surveying Landscape Architecture4931 W. 35th Street, Suite
200St. Louis Park, MN 55416civilsitegroup.com 612-615-
0060LAKE PLACE 1361
LAKE
DRIVE
W.
CHANHASSEN,
MN
55317
350
HWY
7,
SUITE
218
EXCELSIOR,
MN
55331
TPS
HOLDING
LLC
PROJECT
ISSUE/
SUBMITTAL
SUMMARYDATEDESCRIPTION............
PROJECT
NUMBER:
20351............
12/
4/
20CITY
SUBMITTALDRAWN
BY:REVIEWED
Civil Engineering
Surveying Landscape Architecture4931 W. 35th Street, Suite
200St. Louis Park, MN 55416civilsitegroup.com 612-615-
0060LAKE PLACE 1361
LAKE
DRIVE
W.
CHANHASSEN,
MN
55317
350
HWY
7,
SUITE
218
EXCELSIOR,
MN
55331
TPS
HOLDING
LLC
PROJECT
ISSUE/
SUBMITTAL
SUMMARYDATEDESCRIPTION............
PROJECT
NUMBER:
20351............
12/
4/
20CITY
SUBMITTALDRAWN
BY:REVIEWED
BY:
KW, BJMP..............
12/4/
2020 9:26:
56
AMCOPYRIGHT CIVIL
SITE GROUP
INC.cP R
E
L I
Civil Engineering
Surveying Landscape Architecture4931 W. 35th Street, Suite
200St. Louis Park, MN 55416civilsitegroup.com 612-615-
0060LAKE PLACE 1361
LAKE
DRIVE
W.
CHANHASSEN,
MN
55317
350
HWY
7,
SUITE
218
EXCELSIOR,
MN
55331
TPS
HOLDING
LLC
PROJECT
ISSUE/
SUBMITTAL
SUMMARYDATEDESCRIPTION............
PROJECT
NUMBER:
20351............
12/
4/
20CITY
SUBMITTALDRAWN
BY:REVIEWED
BY:KW, BJMP..............12/4/2020 9:27:21AMCOPYRIGHTCIVILSITE GROUP INC.cPR
50'
BUILDING
SETBACK10'
BU
ILD
ING
SETBACK10' BUILDINGSETBACKNOPARKING CONSTRUCTION
LIMITSCONSTRUCTION LIMITSCONSTRUCTION
LIMITSGARAGE LEVEL1ST FLOOR LEVELNOPARKING75 - DNS18 - DNS24 - KFG12 -
KFG18 - LSRS7 - SSD17 - LSRS6 - SSD3 - BHS3 - BHS1 - SHL1 -
SHL1 - SHL1 - SHL2 -
PFC1 -
SHL1 -
NRM3 -
CBS7 -
ISL3 -
BHS1 -
SHL4 -
DNS10 -
NY3 -
BHS3 -
NRM3 -
BHS3 -
CBS3 -
NRM3 -
BHS3 -
NRM7 -
FG3 -
BHSSEED
TYPE
1SEED
TYPE
2LAWNEDGING,
TYP.
18"
DECORATIVE
ROCKMAINTENANCE
STRIP,
TYP.
18" DECORATIVE
REVISION SUMMARYDATEDESCRIPTIONL1.
1LANDSCAPE PLANNOTES & DETAILS............Civil Engineering Surveying Landscape
Architecture4931 W. 35th Street, Suite 200St. Louis Park,
MN 55416civilsitegroup.com
612-
615-
0060LAKE
PLACE
1361
LAKE
DRIVE
W.
CHANHASSEN,
MN
55317
350
HWY
7,
SUITE
218
EXCELSIOR,
MN
55331
TPS
HOLDING
LLC
PROJECT
ISSUE/
SUBMITTAL
SUMMARYDATEDESCRIPTION............
PROJECT
NUMBER:
20351............12/
CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSSB-7SB-8SB-
1SB-6SB-
2SB-4SB-5SB-3CONSTRUCTIONENTRANCEINLET PROTECTION ATCATCH BASINS
BEINGREMOVEDINLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS,
TYPCONTRACTOR TO PROVIDEINLET
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AT
ALLDOWNSTREAM
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PERIMETEREROSION
CONTROLAT
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TYP.
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WITHSUMPUNDERGROUNDSTORMTECH
DC-
780INFILTRATION
SYSTEM
1
Civil
Engineering
Surveying
Landscape
Architecture4931
W.
35th
Street,
Suite
200St.
Louis
Park,
MN
55416civilsitegroup.
com612-
50'
BUILDING
SETBACK10'
BU
ILD
ING
SETBACK10' BUILDINGSETBACKNOPARKING FILTRATION
BASINBOT= 933.
00100 YR HWL = 932.25EOF=935.50CONSTRUCTION
LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSGARAGE LEVEL1ST FLOOR LEVELNOPARKINGSB-7SB-8SB-
1SB-6SB-2SB-
4SB-
5SB-
3AD
100AAD
100BAD
100CAD
100DAD
100EAD
100FAD
100G338
LF
6"
SCH40PVC
STORM
@0.
5%
AD
100HAD
100IAD
100JAD
100KAD
100L70
LF
6"
SCH40PVC
STORM
@0.
5%
AD200AAD
Civil Engineering
Surveying Landscape Architecture4931 W. 35th Street, Suite
200St. Louis Park, MN 55416civilsitegroup.com 612-615-
0060LAKE PLACE 1361
LAKE
DRIVE
W.
CHANHASSEN,
MN
55317
350
HWY
7,
SUITE
218
EXCELSIOR,
MN
55331
TPS
HOLDING
LLC
PROJECT
ISSUE/
SUBMITTAL
SUMMARYDATEDESCRIPTION............
PROJECT
NUMBER:
20351............
12/
4/
20CITY
SUBMITTALDRAWN
BY:REVIEWED
BY:
KW, BJMP..............
12/
4/
2020
9:
27:
Civil Engineering
Surveying Landscape Architecture4931 W. 35th Street, Suite
200St. Louis Park, MN 55416civilsitegroup.com 612-615-
0060LAKE PLACE 1361
LAKE
DRIVE
W.
CHANHASSEN,
MN
55317
350
HWY
7,
SUITE
218
EXCELSIOR,
MN
55331
TPS
HOLDING
LLC
PROJECT
ISSUE/
SUBMITTAL
SUMMARYDATEDESCRIPTION............
PROJECT
NUMBER:
20351............
12/
4/
20CITY
SUBMITTALDRAWN
BY:REVIEWED
Civil Engineering
Surveying Landscape Architecture4931 W. 35th Street, Suite
200St. Louis Park, MN 55416civilsitegroup.com 612-615-
0060LAKE PLACE 1361
LAKE
DRIVE
W.
CHANHASSEN,
MN
55317
350
HWY
7,
SUITE
218
EXCELSIOR,
MN
55331
TPS
HOLDING
LLC
PROJECT
ISSUE/
SUBMITTAL
SUMMARYDATEDESCRIPTION............
PROJECT
NUMBER:
20351............
12/
4/
20CITY
SUBMITTALDRAWN
BY:REVIEWED
Civil Engineering
Surveying Landscape Architecture4931 W. 35th Street, Suite
200St. Louis Park, MN 55416civilsitegroup.com 612-615-
0060LAKE PLACE 1361
LAKE
DRIVE
W.
CHANHASSEN,
MN
55317
350
HWY
7,
SUITE
218
EXCELSIOR,
MN
55331
TPS
HOLDING
LLC
PROJECT
ISSUE/
SUBMITTAL
SUMMARYDATEDESCRIPTION............
PROJECT
NUMBER:
20351............
12/
4/
20CITY
SUBMITTALDRAWN
BY:REVIEWED
POWERS BLVDAUDUBON
RDLAKE DRIVE WESTLAKE
SUSAN
SUNSET RIDGE PARK SITE
POWERS RIDGE
SENIOR LIVING 3
STORY POWERS
RIDGE CONDOS 3
STORY POWERS
RIDGE CLUBHOUSE 1
STORY FEDERAL
PLASTICS CORP/
FEDERAL PACKAGE
1 STORY
XYLEM COMPANY
1 STORY
HOWARDS JEWLERY
1 STORY
CLASSIC GYMNASTICS
1 STORY
DIRECT SOURCE 1
STORY
BENIEK PROPERTY
SERVICES/VESSCO 1
STORY CHILDREN
OF TOMORROW
LEARNING CENTER
1 STORY
SMARTRAC TECHNOLOGY
1 STORY
IDI DISTRIBUTORS
2 STORY
TRANS ALARM 2
STORY ONSITE
TECHNOLOGY SERVICES
1 STORY
QUALITY MOLD
1 STORY
MAGNEY CONSTRUCTION 1
STORY WORLDWIDE TRADE
CORPORATION/THE
TRANSFORMATION CLUB
1
STORY TUSHIE
MONTGOMERY ARCHITECTSSITECONTEXT12/04/201361 Lake Drive
West, Chanhassen, MN 55317ChanhassenIndependent
TUSHIE MONTGOMERY
ARCHITECTS
CONTEXT AERIALS
12/04/201361LakeDriveWest, Chanhassen, MN 55317
Chanhassen Independent Living 03
NORTH WEST AERIAL NORTH EAST AERIAL
SOUTH WEST AERIAL SOUTH EAST AERIAL
EXISTING 1 STORY BLDG.
EXISTING 3 STORY BLDG.
PROPOSED
3 STORY BUILDING
BUILDING FOOTPRINT 41,506 SF
LOWER GARAGE 110 STALLS
LA KE DRI VE W.
P R O P E R T Y L I N E
B U I L D I N G S E T B A C K
DRAINAGE & UTILITY EASEMENT
IN HATCHED AREA
PROPERTY LINE
DECK @ 1ST FLOOR LEVEL
SURFACE PARKING,
SEE CIVIL
PICKLE BALL COURT
DROP-OFF SURFACE PARKING,
SEE CIVIL
PATIO @ GARAGE LEVEL
10' FENCE AROUND PICKEL
BALL COURT WITH LANDSCAPE
SCREENING, SEE SCREENING
LOADING/SERVICE PARKING AREA
TRENCH DRAIN
GARAGE ACCESS
DECKDECKDECKDECK
DECKDECKDECKDECKDECKDECK
DECKPATIO PATIO PATIO PATIO PATIO PATIO
PATIO PATIO PATIO PATIO
PATIO
DECKPATIO @ FIRST
FLOOR LEVEL
RAISED
PLANTER BEDS
ACCESS POINT @ GARAGE
LEVEL TO OUTDOOR
PATIO/PICKELBALL COURT
MONUMENT SIGN
STORMWATER FILTRATION
POND, SEE CIVIL
EXISTING MONUMENT
SIGNAGE
MAIN BUILDING ENTRANCE
PORTE COCHERE
1 0 ' B U I L D I N G S E T B A C K L I NEPROPERTYLI
NE10' BUILDING SETBACKLINEPROPERTYLINE
CROSSWALK STRIPING,
SEE CIVIL
TRANSFORMER
CROSSWALK STRIPING,
SEE CIVIL
LANDSCAPE SCREENING, SEE CIVIL
20
7
8
EXISTING PARKING
TUSHIE MONTGOMERY
ARCHITECTS
SITE PLAN
12/04/201361LakeDriveWest, Chanhassen, MN 55317
Chanhassen Independent Living 04
SCALE 1" = 30'-0"1
Site Plan
PROPOSED
3 STORY BUILDING
BUILDING FOOTPRINT 42,600 SF
LOWER GARAGE 110 STALLS
UTILITY
E
A
SE
M
E
N
T
DECK @
1ST FLOOR
LEVEL
SURFACE PARKING -SEE CIVIL
PICKLE BALL
COURT
PATIO @
GARAGE
LEVEL
ACCESS POINT @
GARAGE LEVEL
TO OUTDOOR
PATIO/PICKELBALL
COURT
SURFACE MOUNTED
WALL LIGHTS
LABEL MANUFACTURER ARTICLE NAME LIGHT LOSS FACTORQUANTITYTYPE
LIGMAN UMT-31428
MATRIX 4 SURFACE
0.80
LUMENS
3350 20
STRING LIGHTS -
UB-EX_2400K_G19-F 0.8045 230
TUSHIE MONTGOMERY
ARCHITECTS
LIGHTING PLAN
12/04/201361LakeDriveWest, Chanhassen, MN 55317
Chanhassen Independent Living 05
SCALE 1" = 20'-0"1
Lighting Plan
SCALE 3" = 1'-0"
Photometric Plan
DN
1
08
110 PARKING STALLS
TRASH
ROOM
STAIR
3
08
WATER /
ELETRICAL
OPEN AREA
BELOW
DECK
ELEV.LOBBY.
STAIRSTAIR18' -
0" 26' -
0" 18' -
0"18' -
0" 26' -
0" 18' -
0"SERVICE
1002 SF
1D-D
951 SF
1D-A
965 SF
2-B
812 SF
1-A
974 SF
1D-A
965 SF
2-B
788 SF
1-A
787 SF
1-A
1072 SF
2-A
1046 SF
2D-A
690 SF
1M-A
995 SF
2-B
944 SF
1D-A814
SF 1-
A 813
SF
1-A
944 SF
1D-A984
SF 2-
B 5652
SF COMMON
945 SF
2D-A
994 SF
2-A
691 SF
1M-A
995 SF
2-B
744 SF
1M-A
784 SF
1-A
997 SF
2-B
947 SF
1D-A
816 SF
1-A
996 SF
2-B
938 SF
1D-A
817 SF
1-A
986 SF
2-B
944
SF
1D-
A
813
SF
1-A
989 SF
2-
B
3
08
2
08 4
08 746
SF
1M-
A
TRASH ELEV.
CORRIDOR CORRIDOR STAIR STAIR STAIR 261
SF COMMON RAISED DECK77' -
0"570' - 5"PATIO PATIO
PATIO PATIO PATIO PATIO PATIO
PATIO PATIO
PATIO
PATIOPATIODECK DECK DECK DECK
DECK DECKDECKDECKDECKDECKDECKDECKTUSHIEMONTGOMERY
ARCHITECTS FLOOR PLAN -GARAGE &
FIRST 12/04/201361Lake
Drive West, Chanhassen,
MN 55317 Chanhassen IndependentLiving
06 SCALE 1" =
1
08
3
08
2
08
4
08
985 SF
2-D
1002 SF
2D-A
1210 SF
2-A
690 SF
1M-A
984 SF
2-B
744 SF
1M-A
784 SF
1-A
988 SF
2-B
946 SF
1D-A
815 SF
1-A
989 SF
2-B
998 SF
1D-D
913 SF
1D-B
920 SF
1D-A
984 SF
2-B
812 SF
1-A
944 SF
1D-A
984 SF
2-B
787 SF
1-A
786 SF
1-A
1072 SF
2-A
1034 SF
2D-A
689 SF
1M-A
1001 SF
2-B
937 SF
1D-A
813 SF
1-A
813 SF
1-A
944 SF
1D-A
984 SF
2-B
774 SF
1-B
1016 SF
2-C
923 SF
1D-C
946 SF
1D-A
816 SF
1-A
986 SF
2-B
943 SF
1D-A
813 SF
1-A
986 SF
2-B
745 SF
1M-A
570' - 5"
77' - 7"
77' -
3"
571' -
0"TRASH
ELEV.
STAIR
STAIR
STAIR CORRIDOR LOBBY DECK DECK
DECK DECK DECK DECK DECK
DECK DECK DECK DECK DECKDECKDECK DECK
DECK DECK DECK DECK
DECK
DECK
DECK
DECK
DECK
1
08
3
08
2 08
4 08
1157 SF
2D-A
1048 SF
2-A
689 SF
1M-A
984 SF
2-B
744 SF
1M-A
784 SF
1-A
987 SF
2-B
943 SF
1D-A
812 SF
1-A
989 SF
2-B
998 SF
1D-
D 1899
SF COMMON
917 SF
1D-A
984 SF
2-B
812 SF
1-A
943 SF
1D-A
984 SF
2-B
784 SF
1-A
784 SF
1-A
1067 SF
2-A
1032 SF
2D-A
686 SF
1M-A
1001 SF
2-B
937 SF
1D-A
813 SF
1-A
812 SF
1-A
943 SF
1D-A
984 SF
2-B
774 SF
1-B
1016 SF
2-C
922 SF
1D-C
943 SF
1D-A
812 SF
1-A
985 SF
2-B
943 SF
1D-A812
SF 1-
A985 SF
2-B
745 SF
1M-
A
570' -
5"
77' -
2"
76' -
10"TRASH
ELEV.STAIR
STAIR STAIR
CORRIDOR
LOBBY 571' - 0"ROOF ABOVE
ROOF ABOVE DECK DECK DECK
DECK DECK DECK DECK DECK DECK
DECK DECK DECKDECKDECK DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
1 08
3 08208
4 08
6" / 12"
6" / 12"10" /
12"10" /
12"4" /
12"6" /
12"6" /
12"6" /
12"6" /
12"
6" / 12"6" / 12"6" /
12"6" / 12"6" / 12"6" / 12"6" / 12"
6" / 12"6" / 12"
6" / 12"6" / 12"6" /
12"TRASH EXHAUST
VENT ELEVATOR OVERRUN 4" / 12"
ROOF ACCESS ROOF
ACCESS 4" / 12"4" / 12"
4" / 12"
1st Floor
100' -0"
Roof
132' -11 5/8"
2nd Floor
111' -7 7/8"
Garage
89' -0"
3rd Floor
122' -3 3/4"
ARCHITECTURAL ASPHALT SHINGLES
WOOD FASCIA WITH PREFINISHED
WRAP
ALUMINUM BALCONY
SIDING #1
SIDING #3
SIDING #2
COMPOSITE TRIM
SIDING #4
SIDING #2
COMPOSITE TRIM
MASONRY #1
SIDING #2
BLADE SIGNAGE SIDING #1
MASONRY #1
SIDING #1SIDING #4
SIDING #2
COMPOSITE TRIM
MASONRY #1
SIDING #2
ALUMINUM BALCONY
ALUMINUM RAILING
MASONRY #210' -
8"10' -
8"11' -
8"11' -
0"SIDING #
3 6' - 5" 10' -
5"39' -
8"WALL
SCONCES STANDING
SEAM
METAL CANOPY STANDING SEAM
METAL CANOPY
WALL SCONCES41' - 9"EQ
EQ 1st
Floor 100' -0"Roof
132' -11 5/
8"2nd Floor 111' -
7
7/8"3rd
Floor 122' -
3 3/4"ARCHITECTURAL
ASPHALT SHINGLES WOOD
FASCIA WITH
PREFINISHED WRAP
ALUMINUM BALCONYSIDING #3 SIDING #
2COMPOSITETRIM
MASONRY #1
SIDING #1
ARCHITECTURAL METAL
LOUVER SIDING #
2SIDING #1
MASONRY #1
SIDING #3SIDING #
4 SIDING #
2 COMPOSITE
TRIM SIDING #
4 SIDING #2
MASONRY #1SIDING #
4 SIDING #
3MASONRY #1
ALUMINUM BALCONY
PORTE
COCHERE STANDING
SEAM LIGHT
BIRCH WOOD
MASONRY #2
MASONRY #2
10' -
8"10' - 8"11' -
8"33' -
0"SIDING #1SIDING #1
STANDING
SEAM METALCANOPY
STANDING SEAM
METAL CANOPY WALL SCONCES
1st Floor 100' -
0"Roof 132' -11
5/
8"2nd
Floor 111' -
7 7/
8"Garage
89' -0"
3rdFloor
122' -3 3/
4"ARCHITECTURAL ASPHALT
SHINGLES WOOD FASCIA WITH
PREFINISHED WRAP
ALUMINUM BALCONY
SIDING #1
SIDING #
2 MASONRY#1 ALUMINUM
RAILING MASONRY #
210' - 8"10' - 8"
11' - 8"
11' - 0"EXTRA DARK
BRONZE GARAGE & SERVICE
DOOR STANDING SEAM METAL
CANOPYWALL
SCONCES 1st
Floor 100' -
0"Roof
132' -11
5/8"2nd Floor
111' -7
7/8"
3rd Floor
122' -3 3/4"
ARCHITECTURAL ASPHALT
SHINGLES WOOD FASCIA WITH
PREFINISHED WRAPALUMINUM BALCONY
SIDING #1
SIDING #2 MASONRY #
2 10' -
8"10' -
8"11' -
8"MASONRY #
2 STANDING SEAM
METAL ROOF
WALL SCONCES
FINISH SCHEDULE
MASONRY #1 MANUFACTURER: SIOUX
CITY BRICK TYPE: BRICK
COLOR:BLACK
HILLS VELOUR MASONRY #
1 -ALTERNATE MANUFACTURER:
TBD TYPE: CULTURED STONE STYLE:ASHLAR
COLOR:FRESCO MASONRY #
2 MANUFACTURER:
TBD TYPE: CULTURED STONE
STYLE:ASHLAR COLOR:WINTER
SIDING #1
TYPE:FIBER CEMENT
SIDING OR LP SMART
SIDE MANUFACTURER: TBD
SERIES: STATEMENT COLLECTION
STYLE:BOARD & BATTEN
SIZE:BATTENS @
2' O.C COLOR:ARCTIC
WHITE SIDING #2 TYPE:FIBER
CEMENT SIDING OR LP SMART
SIDE MANUFACTURER: TBD SERIES:STATEMENT
COLLECTION STYLE: HORIZONTAL LAP SIDING
SIZE:5" EXPOSURE COLOR:ARCTIC
WHITE EXTERIOR FINISHES PERCENTAGES
TOTAL -ALL
ELEVATIONS MASONRY #1 4804
SF 11%MASONRY #2
4243 SF
10%SIDING #1
13466 SF 31%SIDING #
2 8861 SF
20%SIDING #3
7288 SF
17%SIDING #4 5008
SF 11%TOTAL 43670
SF 100%
SIDING #3 TYPE:
FIBER CEMENT SIDING OR
LP SMART SIDE
MANUFACTURER: TBD SERIES:
STATEMENT COLLECTION TYPE:
HORIZONTAL LAP
SIDING SIZE:7" EXPOSURE
COLOR:GRAY SLATE
SIDING #4 TYPE:FIBER
CEMENT SIDING
OR LP SMART SIDE MANUFACTURER:
TBD SERIES:
STATEMENT COLLECTION TYPE:
HORIZONTAL
LAP SIDING
SIZE:7" EXPOSURE
COLOR:RICH ESPRESSO ARCHITECTURAL
ASPHALT SHINGLES:
MANUFACTURER: CERTAINTEED
SERIES:LANDMARK ASPHALT
SHINGLES COLOR:
GEORGETOWN GRAY
STANDING SEAM METAL CANOPY:
MANUFACTURER:FIRESTONE SERIES:KYNAR 500/
HYLAR 5000
TYPE:ALUMINUM COLOR:DARK BRONZE WINDOWS
MANUFACTURER: TBD
TYPE: DOUBLE
HUNG COLOR:WHITE OR
BLACK ALUMINUM STOREFRONT MANUFACTURER:
TBD COLOR:DARK BRONZE
METAL FLASHING MANUFACTURER:
TBD TYPE: 22
GUAGE PREFINISHED COLOR:TO MATCH
ADJACENT MATERIAL
METAL LOUVER
COLOR:
PAINTED
TO MATCHADJACENTMATERIALDECKS & RAILINGS MANUFACTURER: TBD TYPE:
PRE MANUFACTURED ALUMINUM COLOR:
WHITE OR BLACK LIGHTINGMETHOD:
BACK LIT
HEIGHT: 6'-0"WIDTH:4'-
0"SIGN
DISPLAY AREA: 24 SF6' -
0"4' -
0"TUSHIE MONTGOMERY ARCHITECTSELEVATIONS
12/04/
201361 Lake Drive West, Chanhassen, MN
55317 Chanhassen Independent
TUSHIE MONTGOMERY
ARCHITECTS
RENDERINGS
12/03/201361LakeDriveWest, Chanhassen, MN 55317
Chanhassen Independent Living 09
OPTION 1: DARK BRICK, WHITE WINDOWS OPTION 2: DARK STONE, BLACK WINDOWS
ENTRANCE VIEW
VIEW FROM NORTH WEST CORNER
AERIAL FROM NORTH EAST CORNER
ENTRANCE VIEW
VIEW FROM NORTH WEST CORNER
AERIAL FROM NORTH EAST CORNER
TUSHIE MONTGOMERY
ARCHITECTS
PERSPECTIVES
12/04/201361LakeDriveWest, Chanhassen, MN 55317
Chanhassen Independent Living 10
SCALE1VIEW FROM SOUTH EAST
SCALE3VIEW FROM SOUTH WEST
SCALE6AERIAL VIEW 2
SCALE2VIEW FROM NORTH EAST
SCALE5AERIAL VIEW 1
SCALE4VIEW OF ENTRANCE FROM SOUTH WEST
ELEV.
COMMON
ELEV. LOBBYTRASHCORRIDOR
1041 SF
2-A
1386 SF
2D-B
693 SF
1M-A
991 SF
2-B
754 SF
1DM-A
789 SF
1-A
989 SF
2-B
818 SF
1-A
991 SF
2-B
869 SF
1D-D
991 SF
2-B
818 SF
1-A
889 SF
1D-A
991 SF
2-B
790 SF
1-A
789 SF
1-A
1099 SF
2D-A
1041 SF
2-A693SF
1M-A
991 SF
2-B
889 SF
1D-A
817 SF
1-A
818 SF
1-A
889 SF
1D-A
991 SF
2-B
793 SF
1-B
1016 SF
2-C
925 SF
1D-C
887 SF
1D-A
818 SF
1-A
991 SF
2-B
889 SF
1D-A
818 SF
1-A
992 SF
2-B
754 SF
1DM-ASTAIR
STAIR STAIR
STG.
25SF
STG.
25SF
STG.
25SF
STG.
25SF
STG.
25SF
STG.
25SF
STG.
25SF
STG.
25SF
STG.
25SF
STG.
25SF
STG.
25SF
STG.
25SF
STG.
25SF
STG.
25SF
889 SF
1D-A
987 SF
1D-B
RECESSED
DECK
RRSTG.
65SF
MECH./
ELEC.
77SF
1st Floor
100' -0"
Roof
132' -11 5/8"
2nd Floor
111' -7 7/8"
Garage
89' -0"
3rd Floor
122' -3 3/4"
ARCHITECTURAL ASPHALT SHINGLES
WOOD FASCIA WITH PREFINISHED
WRAP
ALUMINUM BALCONY
SIDING #1
SIDING #3
SIDING #2
COMPOSITE TRIM
SIDING #4
SIDING #2
COMPOSITE TRIM SIDING #1
MASONRY #1
SIDING #1SIDING #4
SIDING #2
COMPOSITE TRIM
MASONRY #1
SIDING #2
ALUMINUM BALCONY
ALUMINUM RAILING
MASONRY #210' -
8"10' -
8"11' -
8"11' -
0"SIDING #
3 WALL
SCONCES STANDING
SEAM METAL
CANOPY STANDING SEAM METAL
CANOPY WALL SCONCES ALUMINUM AND
GLASS RAILING
MASONRY #2 @ RECESSED
DECK MASONRY #
1 LIGHT
BIRCH
WOOD POST 1st Floor
100' -0"
Roof 132' -11 5/
8"
2nd Floor
111' -7
7/8"Garage 89' -
0"3rd Floor
122' -3 3/4"
ARCHITECTURAL
ASPHALT SHINGLES
WOOD FASCIA
WITH PREFINISHED
WRAP ALUMINUM
BALCONY SIDING #
1SIDING #
2 MASONRY#1
ALUMINUM RAILING MASONRY #
210' - 8"10' - 8"
11' - 8"
11' - 0"EXTRA DARK
BRONZE GARAGE & SERVICE DOOR STANDING
SEAM METAL CANOPY WALL
SCONCES ALUMINUM
AND
GLASS RAILING MASONRY #2
@ RECESSEDDECKLIGHTBIRCHWOODPOSTTUSHIEMONTGOMERY
ARCHITECTS 3RD FLOOR -DECK
OPTION 12/16/201361Lake
Drive West, Chanhassen, MN 55317
Chanhassen Independent Living 11SCALE
1" = 20'-0"1
3rd Floor Plan - DeckOption
SCALE 1" = 20'-0"
2 North Elevation - Deck Option SCALE
1" = 20'-0"3 East Elevation - Deck Option SCALE4VIEW FROM
NORTH EAST - DECK OPTION NOTE: THIS OPTION SHOWS A DESIGN
STUDY FOR AN ALTERNATE RECESSED DECK ON THE 3RD
FLOOR COMMON SPACE. A FINAL COST EXERCISE BY GENERAL CONTRACTOR
WILL BE REQUIRED IN ORDER TO CONFIRM THE INCORPORATION OF THE
DECK
December 28, 2020
Chanhassen Planning Commission
7700 Market Boulevard
Chanhassen MN.
Subj: Site plan for 1361 Lake Drive West, Case number 2024-04, 110 unit Senior Living, Garage exit.
Dear Planning Commission members,
I am writing this letter to express my concern about the layout of the subject building.
As shown in the published plans the garage exit will be on the East end of the building which in my
opinion is a very bad location for it. I have three reasons for this thinking.
1. The exit facing east requires a LEFT TURN to get on to the drive which leads out of the property.
As drivers we all must know that LEFT TURNS are always quite “testy” to navigate, requiring a clear
approach and clear vision both directions.
Not only does this exit require a LEFT TURN but the road onto which you must turn is entering a very
sharp LEFT TURN itself at that point. What this means is that to see any traffic approaching from the
left you must be able to look over your left shoulder while at the steering wheel of your car.
I am 83 years old and in very good shape plus very limber, but that kind of contortion would be a bit
much even for me. After entering the driveway by making the sharp left turn, the quite narrow drive
takes a sharp right turn before meeting Lake West drive. This amounts to what is called an “S”curve in
roadway lingo. Please remember this is a Seniors Living Apartment complex. Do we really need to test
their driving skills in this way?
2. If on the East end of the 1361 building the garage exit would point directly into the exit for the 1321
Building. Needless traffic stress for Seniors to navigate.
3. Because it faces East it will be pointing directly into the bright morning sun. More needless
distractions for the Seniors to navigate. And Seniors do most of their travel in the morning.
If the 1361 garage exit were on the west end of the building none of the concerns mentioned above
would apply.
For the sake of all the Seniors who will live in 1361 please carefully consider my comments and have
the building layout changed to put the garage exit on the west end.
I am not 100% sure about this fact but if the exit were on the East those exiting would be driving over
the 1321 driveway. I suspect this would require some sort of easement granted from the 1321 owners.
I can tell you for sure that I would advise, discuss, advocate, and lobby long and hard the Board of
Directors for 1321 to vote against such an easement.
Thank you all very much for reading this letter and taking it into consideration.
Sincerely,
Sherman Beyl, Powers Ridge Condominiums owner
1321 Lake Drive West #307
952-448-0550
cc: Powers Ridge Condominiums Board of Directors
CITY OF CHANHASSEN
AFFIDAVIT OF MAILING NOTICE
STATE OF MINNESOTA)
ss.
col.JNTY OF CARVER )
I, Kim T. Meuwissen, being first duly swom, on oath deposes that she is and was on
December 21,2020, the duly qualified and acting Deputy Clerk ofthe City of Chanhassen,
Minnesota; that on said date she caused to be mailed a copy ofthe attached notice ofa Public
Hearing to consider a request for a PUD Amendment, Site Plen Review and variance for a
ll0-unit apartmetrt building (Lake Place) for senior living located at 1361 Lake Drive W.
Zoned Planned Unit Development-Residential (PUD-R), Planning Case No. 2021-04 to the
persons named on atlached Exhibit "A", by enclosing a copy ofsaid 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 Treasuler, Carver County'
Minnesota, and by other appropriate records.
Kim . Meuwissen. De Clerk
Seal)
JEAil M
SIECKLIIiGIttrynUoUfnotarih.btEd!bJ.e.
2020.
No tary Public
Subscribed and syern to before me
this:l.qday of JYCor-nLlr- n
Subject
Parcel
Dl!clrliner
This map is neither a legally re@ded map nor a suruey and is nol intenaled lo.be us€d
as one. illB map is a comptlation oI recods. infofiration and data located an vafous city,
countv. stale and tederal oftces and othet sources reg€dlng the area shoun. and ls to
be used br rebrence purposes only. The City does not watrant that the Geographic
lnbmatbn System (GlS) Data used lo p.epare thas map are enor free and the City does
not represeni trrat lne GIS Data can be used ior navigational facking or any other
purpo; requanng exactng measurcrnent of di3l,ance o. dil€dion o. gecigion in the
ifuon of Oeooraph'c featureg. The p.ecedrng drrdamer is provded puBuant to
M';nesob SGMas Sa66.03, Subd 2'l (2000). and the user ol thrs map ac*nowtedgps
Ulat $e City shall not be liable for any damag€s, and erpEssly waiveg all daims, and
agrees to Gfend. indemntt, and hold hamless the Cily from any and all daims broooht
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coontv. stale and federa! olices and othet sources regardrng the area shown. and rs lo
be used lor relerence pumo6* ooly The Cty does not wanant lhat the GeographE
lnfomalron System (GlS) Data used to prepare this map are eror free, and lhe City does
not Ep.esent that the GIS Data can be used for navoatonal, ttacting or any other
purpose requidng eracting measuemenl of dislance ol directlon or preosion in lhe
depictjon ot geographic ,ealures The preceding disdaimer is provrded pursuant to
Minnesota Statules 5466 03, Subd 2l (2000), and the user of thas map acknowledges
that the cily shall not be liable tor any damaoes, and expressly waives all claims. and
agrees to deEnd, andemnify, and hold harmless the CrV trom any and all claams brouoht
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