HomeMy WebLinkAboutPlanning Commission - 05/22/2023ANNOTATED AGENDA
TO: Planning Commission Members
FROM: Jeremy Barnhart, City Planner
RE: Planning Commission Meeting for Monday, May 22, 2023 _______________________________________________________________________________ Monday, May 22, 2023 7:00 PM, COUNCIL CHAMBERS
I. CALL THE MEETING TO ORDER II. PLEDGE OF ALLEGIANCE- ROLL CALL III. APPROVAL OF AGENDA
MOTION: Move to approve the agenda. IV. APPROVAL OF MINUTES
A. PLANNING COMMISSION MEETING HELD MONDAY, MARCH 13, 2023. MOTION: Move to approve the Planning Commission minutes dated May 8, 2023.
V. PUBLIC HEARINGS A. BAKER ROAD ASSISTED LIVING (2023-02) Request for approval on:
• Guide Plan Change from Office to Medium High Density Residential on 3.79 acres
• PUD Concept Plan Review on 3.79 acres
• PUD District Review with waivers on 3.79 acres
• Zoning Change from Office to RM-2.5 on 3.79 acres
• Site Plan Review on 3.79acres
The applicant is requesting approval to construct an assisted living facility at 6216 Baker Road, south of Highway 62 and west of Baker Road. The project improvements are proposed in two phases. Phase I includes a renovation of the existing 2-story 16,309 square foot office building into 24 assisted living units with a total of 31 beds. The majority of the improvements in this phase will
be interior to the building, though there are minor exterior improvements. Phase II is proposed to
include a 52,938 square foot 4-story addition to the building, which would add 81 units with a total of 81 beds. At full build out, the facility will have a total of 105 units and 112 beds. Phase II would include significant site work.
MOTION 1: Move to close the public hearing. MOTION 2: Move to recommend approval for a Guide Plan change from Office to Medium High Density Residential on 3.79 acres, a Planned Unit Development Concept Plan Review on
3.79 acres, a Planned Unit Development District review with waivers on 3.79 acres, a Zone
ANNOTATED AGENDA May 22, 2023
Page 2 Change from Office to RM-2.5 on 3.79 acres, and a Site Plan Review on 3.79 acres as represented
in the May 22, 2023 staff report and based on plans last dated April 28, 2023. B. BUSH LAKE PET HOSPITAL (2023-04)
Request for:
• Zoning Change from Office (OFC) to Neighborhood Commercial (N-COM)
on 1.19 acres
• PUD Concept Review on 1.19 acres
• PUD Review with waivers on 1.19 acres
• Site Plan Review on 1.19 acres
MOTION 1: Move to close the public hearing. MOTION 2: Move to recommend approval for a zone change from Office to Neighborhood Commercial on 1.19 acres, Planned Unit Development Concept Review on 1.19 acres, Planned
Unit Development District Review with waivers on 1.19 acres, and site plan review on 1.19 acres as represented in the staff report dated May 22, 2023 and based on the plans last dated May 19, 2023. C. KIWATCHI (2022-11)
Request for:
• Zoning Change from Rural to R1-9.5 on 2.11 acres
• Preliminary Plat of 4 lots and 3 outlots on 2.11acres. The applicant is requesting approval to divide one parcel into 4 single family lots and 3 outlots. The 2.11-acre property is located at 6285 Duck Lake Road located at the corner of Duck Lake
Road and Claycross Way. The land is generally flat with some trees and a small piece of wetland
along the east property line. The property is guided Low Density Residential and the proposed density at 1.9 units per acre is consistent with the guiding. Current zoning is Rural and the applicant is requesting a zone change to R1-9.5. The lots conform to the R1-9.5 zoning standards. The wetland, wetland buffer and stormwater management will be encompassed by Outlot A, which will be deeded to the City. Outlots B and C will be transferred to the property owners to the north
to add square footage to their lots. MOTION 1: Move to close the public hearing.
MOTION 2: Move to recommend approval for a zone change from Rural to R1-9.5 on 2.11 acres and a Preliminary Plat of one parcel into 4 lots and 3 outlots on 2.11 acres as represented in the staff report dated May 22, 2023 and based on plans last dated May 5, 2023.
VI. PLANNERS’ REPORT VII. MEMBERS’ REPORT
ANNOTATED AGENDA May 22, 2023
Page 3 VIII. ADJOURNMENT MOTION: Move to adjourn the Planning Commission meeting.
AGENDA EDEN PRAIRIE PLANNING COMMISSION
Monday, May 22, 2023 - 7:00 P.M.
PLANNING COMMISSION
MEMBERS:
John Kirk, Andrew Pieper, Ed Farr, Carole Mette, Robert
Taylor, Daniel Grote, Frank Sherwood, Charles Weber, Phou
Sivilay
STAFF MEMBERS: Jeremy Barnhart, City Planner; Rod Rue, City Engineer; Matt
Bourne, Manager of Parks and Natural Resources
I. CALL THE MEETING TO ORDER
II. PLEDGE OF ALLEGIANCE -- ROLL CALL
III. APPROVAL OF AGENDA
IV. MINUTES
A. Approval of the Planning Commission Meeting minutes dated May 8, 2023.
V. PUBLIC HEARINGS
A. BAKER ROAD ASSISTED LIVING (2023-02)
Request for:
• Guide Plan Change from Office to Medium High Density Residential on 3.79 acres
• PUD Concept Plan Review on 3.79 acres
• PUD District Review with waivers on 3.79 acre
• Zoning Change from Office to RM-2.5 on 3.79 acres
• Site Plan Review on 3.79 acres
B. BUSH LAKE PET HOSPITAL (2023-04)
Request for:
• Zoning Change from Office (OFC) to Neighborhood Commercial (N-COM) on 1.19 acres
• Planned Unit Development Concept Review on 1.19 acres
• Planned Unit Development Review with waivers on 1.19 acres
• Site Plan Review on 1.19 acres
C. KIWATCHI DEVELOPMENT (2022-11)
Request for:
• Zoning Change from Rural to R1-9.5 on 2.11 acres
• Preliminary Plat of one parcel into 4 lots and 3 outlots on 2.11 acres
VI. PLANNERS’ REPORT
VII. MEMBERS’ REPORTS
VIII. ADJOURNMENT
UNAPPROVED MINUTES
EDEN PRAIRIE PLANNING COMMISSION
MONDAY, MAY 8, 2023 7:00 PM—CITY CENTER Council Chambers
8080 Mitchell Road
COMMISSION MEMBERS: John Kirk, Frank Sherwood, Andrew Pieper, Ed Farr, Carole Mette, Robert Taylor, Dan Grote, Charles Weber; Phou Sivilay
CITY STAFF: Jeremy Barnhart, City Planner; Carter Schulze, Assistant City Engineer; Matt Bourne, Parks & Natural Resources Manager; Kristin Harley, Recording Secretary
I. CALL THE MEETING TO ORDER Chair Pieper called the meeting to order at 7:00 p.m.
II. PLEDGE OF ALLEGIANCE – ROLL CALL
Absent was commission member Taylor.
III. APPROVAL OF AGENDA
MOTION: Grote moved, seconded by Kirk to approve the agenda. MOTION
CARRIED 8-0.
IV. MINUTES
MOTION: Farr moved, seconded by Weber to approve the minutes of March 13, 2022.
MOTION CARRIED 8-0.
V. PUBLIC HEARINGS
A. COMPREHENSIVE PLAN AMENDMENT – TRANSPORTATION AND TRAILS (2023-01CA) Request for:
• Approval of an amendment to Chapter 6 (Transportation and Accessibility) of the Eden Prairie Comprehensive Plan, ASPIRE 2040. These changes relate to reclassification of certain trails and roadways required by the Metropolitan Council, in addition to other housekeeping changes.
PLANNING COMMISSION MINUTES May 8, 2023
Page 2
Barnhart displayed a PowerPoint and stated this was an amendment to the
Comprehensive Plan. The Met Council established policies for regional transportation systems, parks, and water resources. It recently updated its Transportation Plan and Parks policy plans, and updated the roadway classification map.
The reclassifications were as follows: Bryant Lake Road changed from a Planned Minor Collector to a Planned Major Collector. Washington Avenue South changed from a Minor Reliever to a Major Collector. Eden Prairie Road changed from Planned Minor Collector to a Minor Collector. Scenic Heights Road
changed from a Major Collector to a Minor Collector.
Staff had identified roads in the regional network that needed to be updated on the maps. There were no projects on these roads currently underway or planned in the near future. Regarding the Bike and Pedestrian Trail network there were two
segments which changed: the trail along Pioneer Trail was now classified as a
Tier Two regional trail. The trail along Baker Road north of Valley View Road was now classified as a Tier Two trail. Both classifications related to funding priorities due to their regional importance.
Barnhart explained these changes could result in additional funding opportunities.
Housekeeping changes included changing the name of the MnPass Program to its current name, E-ZPass. There were no policy changes. MOTION: Grote moved, seconded by Sivilay to close the public hearing.
Motion carried 8-0.
Farr asked if some of these road designations impacted right-of way or setbacks to right-of-way. Barnhart the changes would not affect setbacks, which were driven by the zoning district, but there could be additional right of way which would be
indirectly affected. Grote asked if improvements would be needed in response to
these changes. Schulze stated there would not be any improvements required at this time, but Bryant Lake Road could require them in the future. Mette asked for a clarification of the difference between major and minor
connectors. Schulze replied a major connector referred to connection to a larger area with different signal systems, density, volume of traffic and speeds. Minor connectors involved lower speeds. Both areas were similar. Metter also asked since there were trails on both sides of Pioneer Trail, were both
sides affected, and Schulze replied only one side would be designated. Farr stated he recalled the previous application and supported this move.
PLANNING COMMISSION MINUTES May 8, 2023
Page 3
MOTION: Grote moved, seconded by Farr to approve the amendment to Chapter
6 (Transportation and Accessibility) of the Eden Prairie Comprehensive Plan,
ASPIRE 2040 involving changes related to reclassification of certain trails and roadways required by the Metropolitan Council, in addition to other housekeeping changes. Motion carried 8-0.
PLANNERS’ REPORT
MEMBERS’ REPORTS Barnhart stated there would be three separate public hearings at the next Planning
Commission meeting.
VI. ADJOURNMENT MOTION: Kirk moved, seconded by Weber to adjourn. Motion carried 8-0. The
meeting was adjourned at 7:11 p.m.
Project
Site
TO: Planning Commission
FROM: Beth Novak-Krebs
DATE: May 22, 2023
SUBJECT: Baker Road Assisted Living
LOCATION: 6216 Baker Road
REQUEST:
• Guide Plan Change from Office to Medium High Density Residential on 3.79 acres
• PUD Concept Plan Review on 3.79 acres
• PUD District Review with waivers on 3.79 acre
• Zoning Change from Office to RM-2.5 on 3.79 acres
• Site Plan Review on 3.79 acres
BACKGROUND
The applicant is requesting approval to
construct an assisted living facility at
6216 Baker Road. The 3.79-acre
property is located south of Highway
62 and west of Baker Road. There are
industrial uses to the west, residential
uses to the south, an office building to
the east and Highway 62 to the north.
There is a 16,309 square foot 2-story
office building on the site. The project
improvements are proposed in two
phases. The first phase of the project
includes a renovation of the existing
office building into 24 assisted living
units with a total of 31 beds. The
majority of the improvements in this
phase will be interior to the building,
though there are minor exterior
improvements. The second phase of
the project is proposed to include a 52,938 square foot 4-story addition to the building, which would add 81
units with a total of 81 beds. At full build out, the facility will have a total of 105 units and 112 beds. Phase II
would include significant site work.
COMPREHENSIVE PLAN AMENDMENT
The property is currently guided Office in Aspire 2040. The proposal requires an amendment of the
Comprehensive Plan. The applicant is requesting to reguide the property to Medium High Density
Residential, which allows a density of 14 to 40 units per acre. When both phases are completed, the density
would be 27.7 units per acre.
Staff Report – Baker Road Assisted Living
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Phase II Site Plan
The property is currently zoned Office. The applicant is requesting a rezone to RM-2.5. Provided the
reguiding is approved by the Metropolitan
Council, the zoning will be consistent with the
Medium High Density Residential guiding of the
property. The assisted living facility is permitted
in the RM-2.5 zoning district.
SITE PLAN
Phase I of the proposed project utilizes the
existing building, which is located on the easterly
½ of the site. Access to the site and the existing
parking lot which is south of the building will
remain the same. The applicant is proposing to
modify the main entrance into the building by
repaving the sidewalk and adding a canopy over
the sidewalk. A new patio will be located behind
the building, a new monument sign will be
located near the drive lane onto the property and
the existing parking lot will be repaved and
restriped. Phase I is expected to begin in quarter
3 of 2023.
Phase II of the project involves the construction
of a 52,938 square foot addition to the west
side of the existing building. The parking
would be reconfigured with a circular drive and
parking near the main entrance to the Phase I
building with additional parking on the west
side of the new addition. The improvements
will also include a second patio in the back of
the building with a sidewalk system around the
south, west, and north sides of the building, a
new drop off area, reconfiguring the entire
parking area, and adding retaining walls.
Ultimately, the project will provide assisted
living and treatment for patients suffering from
dementia. The construction schedule of Phase
II has not yet been determined.
ACCESS
Access to the site comes from Baker Road and
Phase I Site Plan
Staff Report – Baker Road Assisted Living
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3
across the office property to the east. The two office buildings were planned together in 1996 with shared
access drive from Baker Road. The office building on the east side will remain. Anyone driving to the assisted
living facility will enter from Baker Road, cross the office property on the east and enter the subject property.
There is a shared access agreement in place. Since the owner of this property and the property to the east also
share sanitary sewer and water lines, staff recommends that both owners enter into a cross access easement,
utility and maintenance agreement. This agreement can then cover both access and utilities and replace the
current access only easement.
PLANNED UNIT DEVELOPMENT WAIVERS
The purpose of a Planned Unit Development (PUD) as stated in the City Code is to provide for a more
creative and efficient approach to the use of land within the City; to allow variety in the types of environment
available to people and distribution of overall density of population and intensity of land use where desirable
and feasible; and provide for greater creativity and flexibility in environmental design. The applicant is
requesting the following waivers:
• Maximum Gross Density- City Code allows a maximum density of 17.4 units per acre in the
RM-2.5 zoning district. The applicant is requesting a waiver to allow a density of 27.7 units per
acre. At the completion of Phase II, there will be a total of 105 units on the property. The
proposed density is consistent with the Medium High Density Residential guiding.
• Covered Parking – City Code requires 1 parking stall for every 4 beds plus 1 stall for each
employee on the largest work shift with ½ of the required parking stalls to be enclosed. Phase I of
the project requires 13 parking stalls. Phase I will utilize the existing parking lot with 81 stalls.
Phase I and II together requires 38 parking stalls. The Plan includes 38 parking stalls. The Phase I
and II plans comply with the parking requirements except for the enclosed parking. The proposed
project does not include any enclosed parking for Phase I or II. The applicant is requesting a
waiver from this standard. In these types of facilities, the residents don’t drive a car. The operator
of the facility provides on-call mobility services for transportation. The parking for staff, visitors,
vendors, and personnel is short term and there is no need for covered parking.
• Building Height – City Code allows a maximum building height in the RM-2.5 zoning district of
45 feet. The proposed 4-story addition is 47’- 4 ¼”. The applicant is proposing bump out features
on the addition that have a curved parapet to mimic the barrel roofs on the existing building. This
feature increases the proposed building height by that 2’- 4 ¼”. The waiver would allow the taller
parapet.
• Parking Lot Island Size – City Code requires parking lot islands to be a minimum of 160 square
feet. The landscaped portion of the island at the south end of the first parking row on the west side
of the addition is only 53 square feet. The waiver allows the sidewalk and pedestrian ramp to serve
those who park in the parking lot on the west side of the building.
Staff Report – Baker Road Assisted Living
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BUILDING ARCITECTURE AND MATERIALS
The applicant is utilizing the existing building for Phase I. The building material is brick and glass with a
minimal amount of metal. The building complies with the building material requirements.
The Phase II building addition blends with the existing building. The architectural plans incorporate
similar building material as the existing building, façade articulation to visually reduce the perceived
height of the addition, similar window repetition as the existing building, a curved form at the top of the
bump outs to mimic the barrel roof form and incorporate similar site features around the entire site to
create a unified project.
The Phase II building addition complies with City Code. The building materials include brick, glass and
fiber cement panels and each façade complies with the building material requirements. The fiber cement
panels are allowed as a Class I material in the RM-2.5 zoning district, but it should not be the primary
building material. Brick and glass are the primary building materials on the building addition.
Staff Report – Baker Road Assisted Living
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City Code requires buildings that are 4 stories or taller to be designed so that the first two floors are
visually distinct from the upper floors. The color change and the use of a soldier course of brick sets the
first two stories apart from the rest of the building. The dark red brick at the bottom and the darker
cornice along the top of the addition helps create a strong visual bottom, middle, and top to the building.
The cornice color is very similar in tone with the upper brick and fiber cement. Staff recommends using a
darker tone or a different color for the cornice accent.
The south façade closest to the residential uses to the south includes a variety of building materials and
color changes, façade articulation and windows. This provides visual variety and lowers the perceived
height of the building.
TREE REPLACEMENT AND LANDSCAPING
The Phase I improvements will require the loss of one canopy tree near the main entrance to the building. The
applicant is proposing to replace the canopy tree with 3 Black Hills Spruce trees on the east side of the new
sidewalk to the main entrance to the building. These 3 trees must be added during Phase I.
The Phase II building addition requires 165 caliper inches of landscaping. The plan includes 165 caliper
inches of landscaping. In addition to trees, the landscaping includes many shrubs, ornamentals grasses and
flowering perennials to create a complete landscape treatment.
The Phase II improvements will require the loss of more trees than Phase I because the area to the west of the
existing building is heavily wooded. Phase II requires 48 caliper inches of tree replacement. The plan
includes 73 caliper inches of tree replacement and complies with the requirements.
Given the grade changes between the industrial property to the west and the subject property and the wooded
nature of the slopes, the industrial uses are not likely to see much of the proposed development. Although
there is existing vegetation between the residential uses to the south and the subject property, the project will
be visible because the building addition comes much closer to the south property line than the existing
building and it is 4 stories tall. The applicant is proposing additional landscape screening along the south
property line where there are gaps in the existing vegetation. The plan includes a mix of evergreen trees,
deciduous trees and shrubs. Most of the existing vegetation along the south and west property lines will be
retained.
TRAFFIC
The applicant provided the City with a traffic memorandum. The consultant’s review of trip generation
numbers indicates that the Phase I assisted living facility and Phase I and II build-out with assisted living and
dementia care will generate fewer peak hour vehicle trips than the existing office use. Upon the completion of
Phase I and II build out, the use (assisted living and memory care) will generate 56 more daily trips than the
office use.
Staff Report – Baker Road Assisted Living
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Trip Generation Information
Use AM Peak Hour PM Peak hour Daily Trips
Existing Office Use 27 26 194
Phase I
(Assisted Living Facility)
6 8 83
Phase I and II Build Out
(Congregate Care Facility)
9 20 250
Based on the trip generation information and their analysis, the consultant concluded that the traffic
generated by the proposed use will not adversely impact the operation of the site access or the roadway
network serving the proposed development.
USABLE OPEN SPACE
City Code requires 150 square feet of usable open space per unit. The plan as proposed exceeds the
requirement for Phase I and for the ultimate build out of Phase I and II. For Phase I, the plan requires
3,600 and provides 5,850 square feet of usable open space or 244 square feet per unit. The usable open
spaces are programmed consistent with the intended users of the space. This includes the entry plaza, the
deck, a new patio and sidewalk plus indoor gathering spaces such as activity areas, the dining room, and
lobby area. Phase I and II requires 15,750 square feet of usable open space. The plan provides 20,011
square feet of usable open space or 190 square feet per unit. This includes the outdoor spaces provided in
Phase I plus a second patio, a rooftop deck, and a sidewalk around the south and west sides of the
building. The indoor gathering spaces include additional activity areas and lobby area.
STORMWATER MANAGEMENT
Stormwater is managed through an underground infiltration BMP. The BMP, which consists of
underground chambers that will retain stormwater runoff for treatment, will be installed with Phase II of
construction. The stormwater management system will be privately maintained.
The City’s NPDES Phase II stormwater permit requires a legal mechanism between the City and the
owners of structural stormwater best management practices (BMPs) that are not owned or operated by the
City. The legal agreement must allow the City to inspect, maintain and assess costs for any maintenance
(as necessary) if the BMPs are not functioning properly. Because this development proposes BMPs that
will not be owned or operated by the City, the City requires that an “Inspection and Maintenance
Agreement for Private Stormwater Facilities” be executed as part of the development agreement. This
agreement includes the required provisions of the stormwater permit, identifies any privately owned and
operated BMPs and areas requiring street sweeping, as well as provide inspection and maintenance
checklists for private stormwater BMPs.
AFFORDABILITY
The applicant will provide more than 15% of the affordable dwelling units in Phase I and II to households at
Staff Report – Baker Road Assisted Living
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or below 60% AMI.
Staff has had preliminary discussions with developer about its high rate of clients using the Elderly Waiver
and about counting the acceptance of Elderly Waivers toward the city's Inclusionary Housing Ordinance. The
ordinance requires, as one developer option, having at least 10% of units affordable to households earning
50% or less of the Area Median Income. As the elderly waiver program uses a percent of poverty income
threshold rather than an AMI, staff will work with developer to ensure that the poverty threshold is lower than
50% of AMI. Staff will also work with developer to ensure that an appropriate rent level is set, most likely
60% of AMI, to suit the tenant contributions which include both rent and certain services. These will be
established in more detail in the development agreement.
LIGHTING
Phase I of the project will utilize the existing parking lot lighting. The existing lighting complies with the
lighting requirements. Phase II includes new parking lot lighting and wall packs on the buildings. The Phase II
lighting plan complies with City Code.
NATURAL FEATURES
There is a wetland on the far east edge of the property. The wetland has been delineated and the applicant is
providing the wetland buffer as required by the Watershed District.
STEEP SLOPES
The property has rolling terrain with significant grade changes on the west ½ of the site. The slopes meet the
definition of steep slopes in City Code. The Phase II development will impact some of these steep slope
areas. Development in these areas requires a permit from the City Council. Approval of the project by the
City Council will constitute approval of a Steep Slope Permit.
PARKING LOT ISLAND REQUIREMENTS
Phase I of the project will utilize the existing parking lot. The parking lot is compliant with respect to the
percentage of the parking lot in islands, but it does not comply with the number of parking lot islands
required. City Code requires 1 parking lot island every 20 parking stalls. For Phase I, this would result in the
addition of 2 parking lot islands. Since the parking lot will be removed when Phase II is started, installing the
islands now is not practical. Instead, staff recommends the City collect and hold a security for the installation
of the islands should Phase II not happen. This will be addressed in the Development Agreement.
SIGNS
The applicant is proposing an on-premise monument sign near the entrance to the parking lot along the shared
drive on the project site. The sign conforms to City Code, but the sign does need approval of a separate
permit.
There is an existing monument sign at the shared entrance to both properties from Baker Road. The sign
includes tenant names for both 6200 and 6216 Baker Road. The applicant is proposing to update the sign with
the name of the assisted living facility. This sign may not be expanded in size with that information included.
Staff Report – Baker Road Assisted Living
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UTILITIES
There are private sanitary sewer and water lines that extend into the site from Baker Road and serve the
existing office building. Phase I will utilize the existing services. The Phase II improvements will include a
relocation of these private lines to accommodate the underground stormwater management chambers and
serve the Phase I building and the new addition.
SUSTAINABILITY
The applicant is proposing a number of sustainable features as listed below:
Phase I
Adaptive reuse of an office building structure
Specify energy efficient WaterSense fixtures
Specify low VOC paints, adhesives, sealants, and flooring
Phase II
Utilize Xcel Energy’s Design Assistance Program to identify energy and cost savings strategies
Include electric vehicle charging for two vehicles (5%) with infrastructure provided for an additional 11
vehicles (30%)
Specify energy efficient WaterSense fixtures
Specify low VOC paints, adhesives, sealants, and flooring
NEIGHBORHOOD MEETING
The applicant held a neighborhood meeting on Wednesday, April 26, 2023 from 7:00 pm to 9:00 pm at the existing
office building. The meeting was attended by the development team including the Midwest Residential applicant
and their operations director, building owner, principal architect, project management architect.
Site plans were displayed for both Phase I and Phase II developments, along with building elevations and exterior
renderings.
Two neighbors from the townhome properties to the south attended the open house, including a representative of
the homeowner’s association and a longtime resident who has recently retired from healthcare services.
Discussion items included the expected resident-to-staff ratio, operations in transitioning from the Owner’s current
residential-based care model to a centralized community model, expected amount of site activity once the
development is stabilized, and aspects of the site in general regarding lot coverage and wildlife known to roam the
site.
STAFF RECOMMENDATION
Recommend approval of the following requests:
• Guide Plan Change from Office to Medium High Density Residential on 3.79 acres
• PUD Concept Plan Review on 3.79 acres
• PUD District Review with waivers on 3.79 acres
Staff Report – Baker Road Assisted Living
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• Zoning Change from Office to RM-2.5 on 3.79 acres
• Site Plan Review on 3.79 acres
This is based on plans submitted on April 28, 2023, staff report dated May 22, 2023 and the following
conditions:
1. Prior to the 1st reading before the City Council, the applicant shall:
A. Revise the Overall Tree Schedule to include the ornamental trees. Somehow the
ornamental trees are missing from the schedule.
B. It appears that the Dakota Pinnacle Birch are counted as having a caliper inch size of 2.5,
yet the Overall Tree Schedule lists it as 1.75 caliper inches. If it is counted as a canopy
tree, the minimum size must be 2.5 caliper inches in the table. Please revise the Overall
Tree Schedule accordingly.
C. Revise the Landscape Plan to show the wetland buffer.
D. The Phase I improvements include adding a new generator and an enclosure. The Removal
Plan should be revised to show the generator and enclosure and its removal.
E. For Phase I, verify proper separations between potential occupancies at open stairway.
F. Revise the details for the trash and generator enclosure for Phase II to include a roof.
G. Revise the plans to include a darker color for the cornice and accent.
2. Prior to land alteration permit issuance, the applicant shall:
A. Include connection of existing roof drainage to underground system.
B. Submit detailed storm water runoff, wetland, utility, street and erosion control plans for
review and approval by the City Engineer.
C. Submit a landscaping letter of credit or escrow surety equivalent to 150% of the cost of the
landscaping.
D. Obtain and provide documentation of Watershed District approval.
E. Notify the City and Watershed District 48 hours in advance of grading.
F. Install erosion control at the grading limits of the property for review and approval by the
City.
G. Submit a land alteration bond, letter of credit, or escrow surety equivalent to 125% of the
cost of the land alteration.
H. Submit a wetland protection bond, letter of credit, or escrow surety equivalent to 150% of
the wetland plan requirements included in the Development Agreement.
3. Prior to building permit issuance for the property, the applicant shall:
A. Provide a conservation easement over the wetland and wetland buffer prior to issuance of
the building permit for Phase I.
B. Submit a Wetland Buffer Strip Evaluation Report (City Code Section 11.51, Subd. 6C)
prior to the issuance of a building permit for Phase I.
C. Pay the appropriate cash park fees. Cash park fees shall be paid for 24 units prior to the
issuance of the building permit for Phase I. The applicant shall pay cash park fees for 81
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units prior to the issuance of a building permit for Phase II. The developer will get credit
for the cash park fees paid in 1996.
D. Provide recorded copies of any Home Owner Association documents or private covenants
and agreements to the City following recording of the final plat.
E. Submit a Cross Access, Utility and Maintenance Agreement for review and approval by
the City Engineer. Once the agreement is filed with the County, provide a copy to the
City.
5. The following waivers have been granted through the PUD District Review for the project as indicated
in the plans stamp dated April 28, 2023.
A. Maximum Gross Density- City Code allows a maximum density of 17.4 units per acre in the
RM-2.5 zoning district. The applicant is requesting a waiver to allow a density of 27.7 units
per acre. At the completion of Phase II, there will be a total of 105 units on the property. The
proposed density is consistent with the Medium High Density Residential guiding.
B. Covered Parking – City Code requires 1 parking stall for every 4 beds plus 1 stall for each
employee on the largest work shift with ½ of the required parking stalls to be enclosed. Phase
I of the project will include 25 parking stalls on the site but cannot accommodate covered
parking on the site. Phase I and II together requires 38 parking stalls. The plan complies with
the parking requirements except for the enclosed parking. The proposed project does not
include any enclosed parking for Phase I or II. The applicant is requesting a waiver from this
standard. In these types of facilities, the residents don’t drive a car. The operator of the facility
provides on-call mobility services for transportation. The parking for staff, visitors, vendors,
and personnel is short term and there is no need for covered parking.
C. Building Height – City Code allows a maximum building height in the RM-2.5 zoning district
of 45 feet. The proposed 4-story addition is 47’- 4 ¼”. The applicant is proposing bump out
features on the addition that have a curved parapet to mimic the barrel roofs on the existing
building. This feature increases the building height by 2’- 4 ¼”. The waiver would allow a
taller parapet.
D. Parking Lot Island Size – City Code requires parking lot islands to be a minimum of 160
square feet. The landscaped portion of the island at the south end of the first parking row on
the west side of the addition is only 53 square feet. The waiver allows the sidewalk and
pedestrian ramp to serve those who park in the parking lot on the west side of the building.
Memorandum
Project: Baker Road Assisted Living 6216 Baker Road, Eden Prairie, Minnesota
Project No.: 22.60.06
Date: March 29, 2023
To: Department of Community Development
City of Eden Prairie
By: Michael D. Knisely
Subject: Project Narrative
General Midwest Residential currently operates multiple residential properties in Minnesota to provide care for aging adults with general assistance needs and for those with physical and mental challenges. It is their intention to consolidate these sites and expand services and help manage staffing for their various communities. A centralized assisted living community will enable Midwest Residential to offer their residents a choice between communal living and more private assisted care. Midwest is seeking a more efficient means of caring for aging residents in a beautiful, natural setting in Eden Prairie. The existing 2-story office building and the buildable land on Baker Road and County Road 62 provides this opportunity. The existing office building was permitted for construction in 1996, with current ownership recorded in 2007. Over the past several years, the building owner has experienced difficulty in leasing office space. It is believed that the combination of office market conditions and the secluded location of the building has contributed to this slowing of lease activity. For the Applicant, this shift in the office market and the quiet character of the building and site, offers an opportunity to meet their goal of centralizing care operations. Additionally, because of the Applicant's position in the home care market, they have seen a need for assisted living based on their model of care. They expect many of their current residents will be the initial occupants of this new community. Comprehensive Plan and Zoning The applicant is proposing an amendment to the Comprehensive Plan (Office to Medium Density Residential) and rezoning from Office to Multi-Family Residential RM-2.5 as the guiding zone for a Planned Unit Development. Adjacent to the Development is office to the east, industrial to the west, and residential (RM-2.5) to the south. County Road 62 forms the north boundary, and access is off Baker Road via a shared drive that connects to the adjacent office at 6200 Baker Road. A recorded easement is in place for this access drive across 6200 Baker.
Project Narrative Baker Road Assisted Living - 6216 Baker Road, Eden Prairie, Minnesota March 29, 2023 Page 2 of 4
Requested Waivers The Applicant seeks approval for the proposed Development through the PUD process in order to waive density and parking limits under the guide zoning of RM-2.5. Density Density under RM-2.5 zoning is limited to 17.4 units per acre, whereas the application seeks to increase this to 27.7 units per acre. (Phase I - 24 units, 31 beds. Phase II - 81 units, 81 beds.) While this level of density would be considered high for general housing, it is consistent with densities for assisted living developments. In assisted living communities, units are intended to serve as sleeping rooms and are easily a third the size of typical apartments that can house several people. In the proposed assisted living model, kitchen and living rooms are congregate spaces, and amenities are limited to dining and activity rooms that serve general living needs for all residents. Because of the need for security, even outdoor common spaces and walking areas are limited in scope, unlike what is desired for general housing. Despite an increase in density, the Applicant believes the proposed development will provide a reasonable transition between the industrial and office uses, and be compatible with the residential development to the south by virtue of its low impact and the amount of land that will remain in a natural state. Parking In RM-2.5 multifamily housing, residents are active and normally drive private vehicles - the population is permanent in nature with frequent guests and virtually no staff. While the Residential Multifamily District lists both active senior/independent housing and less active (assisted living and memory care) communities as an approved use, the characteristics of care communities are quite different from those of other listed residential uses. In the care communities of assisted living and memory care occupancies, the typical entry age of residents is over 80; and unlike residents in more active senior and independent housing, with very few exceptions, none of the residents drive vehicles. Staff and part time vendors and personnel represent the bulk of parking needs. Additionally, residents are provided transportation by way of on-call mobility services and by management and through their caregivers. Unlike what is needed for longer term residents, staff and visitor parking is short term used more frequently. Discussing the operations with the owner and management, enclosed parking is something that would not be used. Development Phases Phase I will consist of remodeling the existing 17,151 square foot, two-story office building to provide up to 31 beds for elderly residents in need of assisted living services. Construction is expected to begin by Q3 of 2023. No building additions are planned to reposition the office building for this new use, although a new window, entrance canopy and common area patios are proposed. Rooftop mechanical units will be used for space heating and cooling, with existing ribbed metal rooftop equipment screens to remain. Phase II will consist of a 4-story, 53,233 square foot addition that will provide up to 81 beds of assisted living. A construction schedule for Phase II has not yet been determined. When built, it is expected that the original Phase I building will then be licensed to provide care for residents in need of dementia care. An improved resident drop off area is proposed that will serve both building
Project Narrative Baker Road Assisted Living - 6216 Baker Road, Eden Prairie, Minnesota March 29, 2023 Page 3 of 4
entrances once fully constructed. As proposed for Phase I, rooftop mechanical equipment will be used for space heating and cooling, with equipment screens matching those on the existing office building. Each phase of the development will include dining and activity areas, controlled outdoor open spaces, resident sitting areas, central kitchen, and support offices. Phase II is planned with a bonus roof deck area above the entry doors that will connect to the second floor indoor activity space. Food will be prepared in a central kitchen and delivered to dining/activity areas in the buildings. Snack areas will be provided at each of these common areas as well. Core staff is expected to be five, with an additional five once Phase II is occupied. The number of other non-staff personnel for food preparation and outside medical and other services will vary throughout the day, with no more than six expected at any time. Given the building's natural setting and homestyle care model, it is hoped that the number of visitors will exceed the Applicant's expectation that fewer than a half dozen visitors will be on site at any given time. The exterior character of the new Phase II building is intended to be compatible with the original office building, using the same size, color, and texture of the original brick (which is still available) supplemented with prefinished fiber cement panels and complimentary brick to provide a 3-part façade. Aluminum windows and common area storefront glazing for much of the building will match that of the office building, providing ample natural light for resident's quarters and other interior spaces. A canopy is planned for each building for shaded waiting area and weather cover up to the main entrance doors. Green Infrastructure Analysis: See the Civil Documents and the stormwater report. Stormwater Management and Wetland: Phase II stormwater management will be facilitated by a new underground infiltration structure that flows to the adjacent wetland. It is proposed that the office building maintain current rainwater discharge at grade, with the exception that one leader be relocated so as to allow it to be easily connected to the underground stormwater system constructed under Phase II as shown on the Drawings. A wetland has been delineated within a platted easement that occupies a portion of the Development site. The wetland buffer is variable, but subject to certain minimum requirements, so as to not be encroached by site improvements. The buffer is indicated on the Drawings submitted for this Application. It is understood that snow storage will be on any available area on site and removed as needed to prevent reduction of parking and/or storage in the wetland buffer. Endangered, Threatened, or Special Concern Species A search of the DNR Conservation Planning database indicates a strong likelihood the Rusty Patched Bumble Bee (RPBB) is in the overall vicinity and is presumed to be present on the site. See the attached DNR Conservation Planning Report for this site.
Project Narrative Baker Road Assisted Living - 6216 Baker Road, Eden Prairie, Minnesota March 29, 2023 Page 4 of 4
Voluntary measures are proposed to improve local habitat in an effort to mitigate bee population stressors when they complete wintering and begin active nesting. Bee nesting commences April 10; wintering begins October 10. Phase I: Construction activity largely contained inside the building with refuse and construction traffic contained on paved areas of the site. Phase II: Create habitat and limit disturbance of the site in several ways:
The proposed new building is rotated to minimize disturbance of unimproved land,
Construction will be generally contained within the retaining walls with construction limits well defined by marking and erosion control fencing,
Woodland flowering plants that are favored by the bumble bees are proposed on land disturbed at the perimeter of the retaining walls,
Cleared brush and removed plant materials are proposed to be placed in defined areas on site to create additional habitat for bees during nesting activities. Snow & Salt Management Plans Snow storage will be provided where indicated on the Drawings. Salt storage, if any, will be provided for walk areas around the buildings and be kept in an enclosed and roofed storage/receiving area accessed by the service drive on the West side of the proposed Phase I building. Affordability Plan The developer will provide more than 15% of affordable dwelling units to households at or below 60% of Area Median Income (AMI) for both Phase I and Phase II developments. We understand that the Z-Sustainable Features Sustainable features will be incorporated into the proposed Development as follows: Phase I: Adaptive reuse of office building structure
Energy efficient WaterSense fixtures will be specified
Low VOC paints, adhesives, sealants, and flooring will be specified Phase II: New construction based on Multi-Family Residential
Xcel Energy's Energy Design Assistance Program to identify energy and cost savings strategies
Electric Vehicle Charging for 2 vehicles (5%) with infrastructure provided for an additional 11 vehicles (30%)
Energy efficient WaterSense fixtures will be specified
Low VOC paints, adhesives, sealants, and flooring will be specified End of Narrative
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Eden Prairie - Ladder
Custom(c) 2023 Transoft Solutions, Inc. All rights reserved.
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Foundation Area = 8,735 Sq. Ft. +/-
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BLOCK 1
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PID: 0311622120446
Address: 6216 Baker Road
PID: 0311622120447
Address: 6200 Baker Road
Owner: Leonard/Havir LLC
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PID: 0311622210021
Address: 6251 Bury Drive
Owner: Westwood Eden Prairie LLC
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EDGE OF WETLAND PER DELINEATION REPORT PERFORMED BY WENK ASSOCIATES,OCT 2019
PROPOSED WETLAND BUFFER ZONE
13 NEW
NEW
22
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ISLAND AREA: 355SF
ISLAND AREA: 361SF
19
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1
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BAKER
ROAD
ADULT
COMMUNITY
BLACK ANODIZED ALUMINUM METAL
PANEL LASER CUT W/ INTERNALLY
ILLUMINATED COPY ON 1 SIDE BOX
PROVIDED BY SIGN CONTRACTOR
SIGN RECEIVER
CHANNEL
BRICK TO MATCH BLDG1'
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SCALE: 1" = 20'-0"A0
1 SITE PLAN
SCALE: 1/2" = 1'-0"A02 MONUMENT SIGN
0 10'20'40'
SCALE: 1" = 20'-0"
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APPROX LOCATION OF
EXISTING OFF SITE
MONUMENT SIGN
EXISTING OFF SITE MONUMENT SIGN PLAN - NTS NORTH
1.
2.
3.
4.
5.
6.7.
8.
9.
10.
11.
12.
13.
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NEW ENTRANCE CANOPY AND BRICK SUPPORT COLUMN
REMOVE ENTRY WALK AND PROVIDE NEW WALK AS SHOWN
NEW CONC PATIO. REMOVE PORTION OF EXISTING WALK AND TIE TO REMAINING
CHIP AND SEAL ENTIRE DRIVE AND PARKING LOT. RESTRIPE
AREA LIGHT POLE TO REMAIN. PROPOSED NEW LIGHT HEAD. SEE PHOTOMETRIC PLAN
NEW MONUMENT SIGN. SEE DETAIL THIS DRAWINGNEW TREES TO REPLACE REMOVED 12" Ø OAK TREE #1385.
NEW TREES: (3) BLACK HILLS SPRUCE/PICEA GLAUCA 'DENSATA' (6' B&B )
EXISTING CONC WALK
EXISTING REFUSE/RECYCLE ENCLOSURE
SERVICE DRIVE
EXISTING ELEVATED DECK
ELECTRICAL TRANSFORMER
EXISTING GARDEN COURT - IMPROVED WITH NEW CONCRETE PATIO
EXISTING BOULDER RETAINING WALLS
PROVIDE EROSION CONTROL MEASURES AT STORM PIPE DISTURBANCE THIS AREA
- not used -
NEW MASONRY ENCLOSURE FOR NEW GENERATOR.
NO PARKING
CLEARANCE FOR FIRE TRUCK TURNING
REMOVED LIGHT POLE & BASE & NEW LIGHT POLE AND BASE
NEW 48" HIGH ALUMINUM FENCERAIN WATER LEADER TO SPLASHBLOCK ON GRADE
SITE PLAN KEYNOTES
1.EXISTING LANDSCAPED AREAS WITHIN 12 FEET OF THE BUILDING SHALL BE
PRUNED, TRIMMED, CLEANED, AND CLEARED OF DEAD PLANTS, WEDS, AND
DEBRIS.
2.SOIL, MULCHED AREAS, OR SOD THAT IS DISTURBED DURING CONSTRUCTION
SHALL BE REPLACED IN KIND.
3.TREAT PLANT MATERIALS FOR PEST AND DISEASES AS NEEDED.
4.PLANTINGS THAT ARE PRUNED SHALL BE TRIMMED SUFFICIENTLY TO MAINTAIN
APPEARANCE.
LANDSCAPE NOTES
0 1'-0"2'-0"4'-0"
SCALE: 1/2" = 1'-0"
1.PROVIDE EROSION CONTROL DEVICES AS REQUIRED AT DESURBED AREAS.
2.PROTECT SLOPES AND STORM SYSTEMS FROM EROSION SEDIMENT WITH FABRIC SYSTEMS.
EROSION CONTROL NOTES
UP
UP
DN
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STORAGE
RECEIVING
MACINEROOM
LOBBY
VESTIBULE
SPRINKLER VALVE
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RECEPTION
ACTIVITY
SUPPORT
COMM.KITCHEN
SINGLE
SINGLE
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DOUBLE.
DINING
SINGLE
SINGLE SINGLE
DOUBLE
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BATH
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BATH
BATH
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WALL ABOVE
WALL ABOVE
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WALL ABOVE
93' - 4"
34
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60
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ELEVATOR
NORTH
14
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SINGLE
SINGLE
SINGLE
SINGLE SINGLE
DOUBLE
D0UBLE
BATH
BATH
BATH
BATH
DOUBLE
SINGLE
DOUBLE
SINGLE
SINGLE
BATH
BATH
BATH
BATH
BATH
BATH
SINGLE
SINGLE
SINGLE
SINGLE
BATH
BATH
BATH
22
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10' - 0"53' - 4"30' - 0"
CANOPY
BELOW
PROJECT NO:PROJECT NO:
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I
V
I
N
G
PHASE 1
FIRST/SECOND
FLOOR PLAN
62
1
6
B
A
K
E
R
R
O
A
D
ED
E
N
P
R
A
I
R
I
E
,
M
N
5
5
3
4
6
SCALE: 1/8" = 1'-0"A11 PHASE 1 GROUND LEVEL FLOOR SCALE: 1/8" = 1'-0"A12 PHASE 1 SECOND LEVEL FLOOR04'-0"8'-0"16'-0"
SCALE: 1/8" = 1'-0"
0 4'-0"8'-0"16'-0"
SCALE: 1/8" = 1'-0"
BUILDING DATA - EXISTING BUILDING CONVERSIONCONDITIONED SF EA FLOOR:1ST FLOOR 8,735 SF2ND FLOOR 8,213 SF16,948 SF
OCCUPANCY: I-1, CONDITION 2CONSTRUCTION TYPE:IIB
ALLOWABLE AREA (TABULAR):30,000 SF PER FLOORFULLY SPRINKLERED NFPA13
UNITS:24BEDS:31
IS
S
U
E
R
E
C
O
R
D
IS
S
U
E
#
DA
T
E
DE
S
C
R
I
P
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I
O
N
20
0
'
-
0
"
23
'
-
0
"
9'
-
0
"
15
3
'
-
8
"
14
'
-
4
"
56' - 0"8' - 0"22' - 0"
28' - 0"8' - 0"52' - 4"
88' - 4"
60
'
-
4
"
81
'
-
8
"
14
'
-
4
"
NORTH
SINGLE
EXIT STAIR
SINGLE
SINGLE
SINGLE
SINGLE
SINGLE
SINGLE
SINGLE
SINGLE
SINGLE
SINGLE
SINGLE
SINGLE
ADMIN
LOBBY
VESTIBULE
MECH
EXIT STAIR
ELEV
ACTIVITY
1 BEDROOM
SINGLE
1' - 8"
CONNECTION TO
PHASE 1 BUILDING
INFILL EXISTING
WINDOW OPENINGRECEIVING
PHASE 1 ASSISTED LIVING
BUILDING
23
'
-
0
"
9'
-
0
"
43
'
-
6
7
/
8
"
28
'
-
2
1
/
4
"
29
'
-
1
3
/
4
"
28
'
-
2
1
/
4
"
24
'
-
6
7
/
8
"
14
'
-
4
"
20
0
'
-
0
"
1' - 8"
1' - 4"56' - 0"8' - 0"1' - 1 1/8"22' - 6 7/8"
NORTH
89' - 0"
14
'
-
4
"
24
'
-
6
7
/
8
"
28
'
-
2
1
/
4
"
29
'
-
1
3
/
4
"
28
'
-
2
1
/
4
"
12
'
-
2
1
/
2
"
64
'
-
4
3
/
8
"
20
1
'
-
0
"
28' - 0"8' - 0"52' - 4"
88' - 4"
SINGLE
EXIT STAIR
SINGLE
SINGLE
SINGLE
SINGLE
SINGLE
SINGLE
SINGLE
SINGLE
SINGLE
SINGLE
SINGLE
SINGLE
EXIT STAIR
ELEV
ACTIVITY
1 BEDROOM
SINGLE
SINGLE SINGLE SINGLE
SINGLE SINGLE
SINGLE
SINGLE
ROOF DECK
CANOPY
BELOW
PROJECT NO:PROJECT NO:
64
4
2
C
I
T
Y
W
E
S
T
P
A
R
K
W
A
Y
64
4
2
C
I
T
Y
W
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S
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P
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R
K
W
A
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SU
I
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3
0
0
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3
0
0
ED
E
N
P
R
A
I
R
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,
M
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N
N
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S
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A
5
5
3
4
4
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N
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,
M
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N
N
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S
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A
5
5
3
4
4
PH
:
9
5
2
-
9
9
6
-
9
6
6
2
PH
:
9
5
2
-
9
9
6
-
9
6
6
2
WW
W
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R
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N
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WW
W
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2
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2
0
2
0
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DRAWN BY:DRAWN BY:CHECKED BY:CHECKED BY:
PR
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+
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I
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4/28/2023 8:43:37 AM
DLK, SWK
MDK, DLK
22-098
A2
BA
K
E
R
R
O
A
D
AS
S
I
S
T
E
D
L
I
V
I
N
G
PHASE 2
FIRST/SECOND
FLOOR PLAN
62
1
6
B
A
K
E
R
R
O
A
D
ED
E
N
P
R
A
I
R
I
E
,
M
N
5
5
3
4
6
SCALE: 1/8" = 1'-0"A2
1 PHASE 2 GROUND FLOOR SCALE: 1/8" = 1'-0"A2
2 PHASE 2 SECOND, THIRD & FOURTH FLOOR04'-0"8'-0"16'-0"
SCALE: 1/8" = 1'-0"
0 4'-0"8'-0"16'-0"
SCALE: 1/8" = 1'-0"
BUILDING DATA - EXISTING BUILDING CONVERSIONSF EA FLOOR:1ST FLOOR 13,850 SF2ND FLOOR 13,689 SF3RD FLOOR 12,889 SF4TH FLOOR 12,889 SF53,317 SF
OCCUPANCY: I-1, CONDITION 2CONSTRUCTION TYPE:IIB
ALLWOABLE AREA (TABULAR):30,000 SF PER FLOORFULLY SPRINKLERED NFPA13
UNITS:81BEDS:81
IS
S
U
E
R
E
C
O
R
D
IS
S
U
E
#
DA
T
E
DE
S
C
R
I
P
T
I
O
N
GROUND FLOOR100' - 0"
UPPER LEVEL FLOOR111' - 9"
T.O. LOW PARAPET126' - 4"
T.O. ROOF133' - 7 11/16"
T.O. HIGH PARAPET127' - 4"
3
6 5 4 TYP.
1 TYP.
2
A3
5
8
GROUND FLOOR100' - 0"
T.O. LOW PARAPET126' - 4"
SECOND FLOOR
111' - 9"
T.O. ROOF
133' - 7 11/16"
T.O. HIGH PARAPET127' - 4"
3 4 TYP.3
2
1 TYP.
NEW
9
GROUND FLOOR100' - 0"
T.O. LOW PARAPET
126' - 4"
SECOND FLOOR111' - 9"
T.O. ROOF133' - 7 11/16"
T.O. HIGH PARAPET127' - 4"
3
4 TYP.
7
2
1 TYP.
BEYOND
69
GROUND FLOOR100' - 0"
T.O. LOW PARAPET126' - 4"
SECOND FLOOR
111' - 9"
T.O. ROOF
133' - 7 11/16"
T.O. HIGH PARAPET127' - 4"
3
4 TYP.
2
1 TYP.
1 TYP8
10
GROUND FLOOR100' - 0"
SECOND FLOOR111' - 9"
NEW STRUCTURAL COLUMN WITH BRICK VENEER (BRICK 1) FINISH, CONCEALED RAIN WATER LEADERS
EXISTING BRCK BLDG BEYOND
EXISTING WDW ENTRY BEYOND
GRADE
NEW ENTRANCE CANOPY STRUCTURE, PAINTED STEEL AND PREFINISHED SOFFITS
2' - 0"
PROJECT NO:PROJECT NO:
64
4
2
C
I
T
Y
W
E
S
T
P
A
R
K
W
A
Y
64
4
2
C
I
T
Y
W
E
S
T
P
A
R
K
W
A
Y
SU
I
T
E
3
0
0
S
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E
3
0
0
ED
E
N
P
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R
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,
M
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N
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S
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A
5
5
3
4
4
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N
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,
M
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N
N
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S
O
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A
5
5
3
4
4
PH
:
9
5
2
-
9
9
6
-
9
6
6
2
PH
:
9
5
2
-
9
9
6
-
9
6
6
2
WW
W
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2
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DRAWN BY:DRAWN BY:CHECKED BY:CHECKED BY:
PR
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+
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I
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S
5/3/2023 12:29:53 PM
DLK, SWK
MDK, DLK
22-098
A3
BA
K
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I
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G
PHASE 1 EXTERIOR
ELEVATIONS
62
1
6
B
A
K
E
R
R
O
A
D
ED
E
N
P
R
A
I
R
I
E
,
M
N
5
5
3
4
6
SCALE: 1/8" = 1'-0"A3
1 PHASE 1 SOUTH
SCALE: 1/8" = 1'-0"A3
2 PHASE 1 WEST
SCALE: 1/8" = 1'-0"A3
3 PHASE 1 NORTH
SCALE: 1/8" = 1'-0"A34 PHASE 1 EAST
1.2.3.4.5.6.7.8.9.10.
UTILITY SIZE STRUCTURAL BRICKSTANDING SEAM METAL ROOFINGPREFINISHED METAL FASCIA, COPING, AND ROOF EDGECLEAR ANODIZED ALUMINUM STOREFRONT AND ENTRANCE DOORSPAINTED STEEL OVERHEAD DOORPAINTED STEEL REFUSE ENCLOSURE GATESPRECAST CONC WALL CAPNEW PAINTED STEEL ENTRANCE CANOPYNEW AL FRAME AND DOOR W/ GLAZING @ REMOVED HM DOOR & FRAMEEXISTING DECK
PHASE I ELEVATION KEY NOTES
0 4'-0"8'-0"16'-0"
SCALE: 1/8" = 1'-0"
0 4'-0"8'-0"16'-0"
SCALE: 1/8" = 1'-0"
0 4'-0"8'-0"16'-0"
SCALE: 1/8" = 1'-0"
0 4'-0"8'-0"16'-0"
SCALE: 1/8" = 1'-0"
IS
S
U
E
R
E
C
O
R
D
IS
S
U
E
#
DA
T
E
DE
S
C
R
I
P
T
I
O
N
SCALE: 1/2" = 1'-0"A3
5 DETAIL 0 1'-0"2'-0"4'-0"
SCALE: 1/2" = 1'-0"
GROUND FLOOR100' - 0"
T.O, LOW PARAPET143' - 4"
FOURTH FLOOR
131' - 9"
THIRD FLOOR
121' - 9"
SECOND FLOOR
111' - 9"
T.O, HIGH PARAPET
144' - 6"
PHASE 1
ASSISTED LIVING
BUILDING
7
4
4
4
4
TYP.
2
TYP.
7 TYP.
5 TYP.
4
83
1
3
3
2
1
3
A35 SIM
1010
10
10
TY
P
I
C
A
L
BR
I
C
K
2
TY
P
I
C
A
L
BR
I
C
K
1
3'
-
8
"
2'
-
6
"
147' - 0"147' - 0"
1112 11125
BU
I
L
D
I
N
G
H
E
I
G
H
T
47
'
-
4
1
/
4
"
99' - 7 3/4" AVERAGE GRADE PLANE
GROUND FLOOR100' - 0"
T.O, LOW PARAPET143' - 4"
FOURTH FLOOR131' - 9"
THIRD FLOOR121' - 9"
SECOND FLOOR111' - 9"
PHASE 1
ASSISTED LIVING
BUILDING
7 TYP.
4 4 2
3
1
3
3
2
1
3
TYP.TYP.
5
10 10
TY
P
I
C
A
L
BR
I
C
K
1
TY
P
I
C
A
L
BR
I
C
K
2
10
10
147' - 0"147' - 0"
47
'
-
4
1
/
4
"
99' - 7 3/4" AVERAGE GRADE PLANE
GROUND FLOOR100' - 0"
T.O, LOW PARAPET143' - 4"
FOURTH FLOOR131' - 9"
THIRD FLOOR121' - 9"
SECOND FLOOR111' - 9"
T.O, HIGH PARAPET144' - 6"
PHASE 1
ASSISTED
LIVING
BUILDING
7 TYP.
1
7 TYP.
5
TYP.5 TYP.
4
2
2
3
1
3
3
2
1
3
4
TY
P
I
C
A
L
BR
I
C
K
2
10 10
10
10
11125TYP.1112
147' - 0"147' - 0"
99' - 7 3/4" AVERAGE GRADE PLANE4
BU
I
L
D
I
N
G
H
E
I
G
H
T
47
'
-
4
1
/
4
"
GROUND FLOOR100' - 0"
T.O, LOW PARAPET143' - 4"
FOURTH FLOOR131' - 9"
THIRD FLOOR121' - 9"
SECOND FLOOR111' - 9"
PHASE 1
ASSISTED LIVING
BUILDING
7 TYP.5
TYP.
4
8
2
3
1
3
3
2
1
3
7
1 6
9
10
10
10
TY
P
I
C
A
L
BR
I
C
K
2
TY
P
I
C
A
L
BR
C
I
K
1
12 12 147' - 0"147' - 0"
99' - 7 3/4" AVERAGE GRADE PLANE
BU
I
L
D
I
N
G
H
E
I
G
H
T
47
'
-
4
1
/
4
"
PROJECT NO:PROJECT NO:
64
4
2
C
I
T
Y
W
E
S
T
P
A
R
K
W
A
Y
64
4
2
C
I
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Y
W
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W
A
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SU
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3
0
0
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3
0
0
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N
P
R
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I
R
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,
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4
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A
5
5
3
4
4
PH
:
9
5
2
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9
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6
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6
6
2
PH
:
9
5
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9
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9
6
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2
0
2
0
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DRAWN BY:DRAWN BY:CHECKED BY:CHECKED BY:
PR
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I
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S
5/3/2023 12:29:56 PM
DLK, SWK
MDK, DLK
22-098
A4
BA
K
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R
R
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A
D
AS
S
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L
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I
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G
PHASE 2 EXTERIOR
ELEVATIONS
62
1
6
B
A
K
E
R
R
O
A
D
ED
E
N
P
R
A
I
R
I
E
,
M
N
5
5
3
4
6
SCALE: 1/8" = 1'-0"A4
1 PHASE 2 EAST
SCALE: 1/8" = 1'-0"A4
4 PHASE 2 NORTH
SCALE: 1/8" = 1'-0"A4
2 PHASE 2 WEST
SCALE: 1/8" = 1'-0"A4
3 PHASE 2 SOUTH
PHASE II ELEVATION KEY NOTES
1.2.
3.4.5.6.7.8.9.10.11.12.
BRICK-1: UTILITY SIZE BRICK VENEER - MATCH EXISTING BUILDINGBRICK-2: UTILITY SIZE BRICK VENEER - COMPLIMENTARY COLOR TO EXISTING OFFICE BUILDINGBRICK-3: UTILITY SIZE BRICK VENEER SOLDIER COURSE - MATCH BRICK-2CLEAR ANODIZED ALUMINUM WINDOWS/ENTRANCE DOORSPREFINISHED FIBER CEMENT PANEL WITH JOINT REVEALSPAINTED OVERHEAD DOOR - MATCH ALLURA NATURAL CLAYPREFINISHED METAL FASCIA, COPING, AND ROOF EDGEPAINTED METAL RAILING ABOVE ROOF DECK PARAPETPAINTED STEEL CANOPYFIBER CEMENT ACCENTTRIM COMPONENT - MATCH FIBER CEMENT ACCENTSTANDING SEAM MTL ROOF - MATCH EXISTING BUILDING
0 4'-0"8'-0"16'-0"
SCALE: 1/8" = 1'-0"
0 4'-0"8'-0"16'-0"
SCALE: 1/8" = 1'-0"
0 4'-0"8'-0"16'-0"
SCALE: 1/8" = 1'-0"
0 4'-0"8'-0"16'-0"
SCALE: 1/8" = 1'-0"
IS
S
U
E
R
E
C
O
R
D
IS
S
U
E
#
DA
T
E
DE
S
C
R
I
P
T
I
O
N
EXTERIOR FINISHESBRICK 1 (LOWER BRICK):MATCH EXISTING BUILDING - SUMMIT 450A BONFIREBRICK 2 (UPPER BRICK):BELDEN 8530 VELOUR (3-COLOR BLEND)BRICK 2 SOLDER COURSE DARKEST OF 3-COLOR BLENDFIBER CEMENT PANELSFIELD:ALLURA - SMOOTH - SAVANNAH WICKERACCENT:ALLURA - SMOOTH - NATURAL CLAYWINDOWS & ENTRANCES:CLEAR ANODIZED ALUMINUMMTL COPING/WALL CAPS:MATCH ALLURA NATURAL CLAY
BUILDING HEIGHT DATAFINISHED FLOOR ELEVATION:962.91'REF ELEVATION: 100'-0"AVERAGE GRADE PLANE:962.56’REF ELEVATION: 99'-7 3/4"BUILDING HEIGHT:1009.91'REF ELEVATION: 147'-0"BUILDING HEIGHT ABOVE AVERAGE GRADE PLANE:47'-4 1/4"
Baker Road Assisted Living Community
Eden Prairie, Minnesota
4/28/2023
Baker Road Assisted Living Community
Eden Prairie, Minnesota
4/28/2023
North Elevation
Baker Road Assisted Living Community
Eden Prairie, Minnesota
4/28/2023
West Elevation
Baker Road Assisted Living Community
Eden Prairie, Minnesota
4/28/2023
South Elevation
Baker Road Assisted Living Community
Eden Prairie, Minnesota
4/28/2023
East Elevation
Baker Road Assisted Living Community
Eden Prairie, Minnesota
4/28/2023
[13] Drainage and
Utility Easement Per Plat
[13] Drainage and Utility
Easement Per Plat
[13] Drainage and Utility
Easement Per Plat
125.79
Δ=3°52'30"
R=1859.86
N87°57'16"W 211.48
S0
0
°
2
0
'
5
5
"
W
4
0
5
.
4
8
S87°57'16"E 407.01
N0
2
°
0
6
'
1
0
"
E
3
7
8
.
1
4
N79°20'5
6
"
W
8
3
.
9
5
Chain
Link Fence
Stone
Retaining Wall
2 Story Brick Building
Foundation Area = 8,966 Sq. Ft. +/-
PID: 0311622120446
Address: 6216 Baker Road
De
c
k
Bituminous
12"
R
C
P
(COUNTY
R
O
A
D
N
O
.
6
2
)
(A Public
R
/
W
)
PID: 0311622120447
Address: 6200 Baker Road
Owner: Leonard/Havir LLC
Ow
n
e
r
:
C
i
t
y
o
f
E
d
i
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a
Pond
(Width Vari
e
s
)
Ed
g
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o
f
W
a
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Ed
g
e
o
f
C
a
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Ga
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(A
p
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.
P
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)
Ed
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De
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R
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P
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by
W
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,
I
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Da
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O
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2
0
1
9
HWL 951.50
HWL 933.99
WETLAND
BUFFER
WETLAND
BUFFER
WETLAND
BUFFER
196 SF
396 SF
192 SF
177 SF
53 SF
255 SF
329 SF
NO
PA
R
K
I
N
G
N
O
P
A
R
K
I
N
G
10
7
5
88
BOT. OF WALL
BOT.
O
F
W
A
L
L
BOT
.
O
F
W
A
L
L
TOP OF WA
L
L
BOT. OF
W
A
L
L
18.0'24.0'18.0'4.0'
10.8'TO
P
O
F
W
A
L
L
TO
P
O
F
W
A
L
L
TOP OF WALL
10
.
4
'
11
.
0
'
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
EXISTING BUILDING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
TOP OF WALL
EV
EV
INSTALL MNDOT CATEGORY 74
TURF REINFORCEMENT MAT AND
MNDOT CATEGORY 30 EROSION
CONTROL BLANKET FROM
OUTLET TO TOE OF SLOPE.
TURF REINFORCEMENT MAT
SHALL BE SOIL FILLED
SNOW STORAGE
SNOW STORAGE
SNOW
STORAGE
SNOW
STORAGE
SNOW
STORAGE
R10.0
'
R10.
0
'
R113.0
'
R
2
0
.
0
'
R1
5
.
0
'
R
2
0
.
0
'
R3
0
.
0
'
R
2
4
.
5
'
R5
.
0
'R5
.
0
'
R10.
0
'
R5.0
'
R
5
.
0
'
R
5
.
0
'
R5.
0
'
R5.0'
R36.
7
'
R30.0'
R3
.
0
'
R
3
.
0
'
R30
.
0
'
R38.0'
R71.0
'
R3.0'
R9
7
.
0
'
R3.0'
R
2
0
.
0
'
R
4
8
.
0
'
R2
4
.
0
'
R
2
9
.
0
'
R5.0'
R21.3'
R
1
0
0
.
0
'
R
1
5
.
0
'
R15
.
0
'
R
1
5
.
0
'
R15.0
'
R3.0'
R1
0
.
0
'
R3.
0
'
R10
.
0
'
R
3
.
0
'
R1
2
.
0
'
R
5
.
0
'
MATCH EXISTING C&G, TYP.
MATCH EXISTING
C&G, TYP.
B612 C&G, TYP.
RIBBON
CURB, TYP.
B612 C&G, TYP.
10.5 LF CURB
TAPER, TYP.
19 LF CURB
TAPER, TYP.
B612 C&G, TYP.
4 LF CURB
TAPER, TYP.
PEDESTRIAN RAMP PER
ADA STANDARDS, TYP.
HEAVY DUTY
BIT PVMT, TYP.
6'X8' CONCRETE
TRANSFORMER PAD,TYP.
OVERHEAD CANOPY, TYP. SEE
ARCH. PLANS FOR DETAILS
(PHASE I)
B612 C&G, TYP.
ACCESSIBLE PARKING SPACE, INCL.
SIGNAGE, STRIPING AND RAMPS
ACCESSIBLE
PARKING SPACE,
INCL. SIGNAGE,
STRIPING AND
RAMPS
9 LF CURB
TAPER, TYP.
8 LF CURB
TAPER, TYP.
CONCRETE
BOLLARDS, TYP.
OVERHEAD BUILDING
CANOPY, TYP. SEE ARCH.
PLAN FOR DETAILS
6 LF CURB
TAPER, TYP.
6 LF CURB
TAPER, TYP.
BOULDER RETAINING WALL, TYP.
PROVIDE SAMPLES TO MATCH
EXISTING BOULDER RETAINING
WALL. OWNER TO APPROVE
BOULDER SAMPLES PRIOR TO
CONSTRUCTION. HEIGHT VARIES,
SEE GRADING PLAN FOR DETAILS.
HD CONCRETE TRASH &
GENERATOR ENCLOSURE, TYP.
SEE ARCH. PLANS FOR DETAILS
HEAVY DUTY
BIT PVMT, TYP.
B612 C&G, TYP.
B612 C&G, TYP.
B612 C&G, TYP.
B612 C&G, TYP.
CONCRETE SIDEWALK, TYP.
CONCRETE SIDEWALK, TYP.
STAMPED CONCRETE PATIO, TYP.
STAMPED
CONCRETE
PATIO, TYP.
(PHASE I)
CONCRETE SIDEWALK, TYP.
CONCRETE SIDEWALK
ENTRANCE, TYP. (PHASE I)
HEAVY DUTY
CONCRETE
SIDEWALK, TYP.
HEAVY DUTY CONCRETE SIDEWALK, TYP.
PAVEMENT
STRIPING, TYP.
PAVEMENT
STRIPING, TYP.
PAVEMENT STRIPING, TYP.
PAVEMENT
STRIPING, TYP.
HEAVY DUTY
BIT PVMT, TYP.
PEDESTRIAN RAMP PER
ADA STANDARDS, TYP.
CONCRETE
SIDEWALK, TYP.
2 LF CURB
TAPER, TYP.
BOULDER RETAINING WALL, TYP.
PROVIDE SAMPLES TO MATCH EXISITNG
BOULDER RETAINING WALL. OWNER TO
APPROVE BOUDER SAMPLES PRIOR TO
CONSTRUCTION. HEIGHT VARIES, SEE
GRADING PLAN FOR DETAILS.
BOULDER RETAINING WALL, TYP. PROVIDE SAMPLES TO
MATCH EXISTING BOULDER RETAINING WALL. OWNER TO
APPROVE BOULDER SAMPLES PRIOR TO CONSTRUCTION.
HEIGHT VARIES, SEE GRADING PLAN FOR DETAILS.
MATCH EXISTING BOULDER
RETAINING WALL, TYP. SEE
GRADING PLAN FOR DETAILS
PAVEMENT
STRIPING, TYP.
4' HT. ALUMINUM FENCE AT
TOP OF RETAINING WALL, TYP.
4' HT. ALUMINUM FENCE AT
TOP OF RETAINING WALL, TYP.
5 LF CURB
TAPER, TYP.
SURMOUNTABLE
C&G, TYP.
4' HT. ALUMINUM FENCE AT
TOP OF RETAINING WALL, TYP.
BOULDER RETAINING WALL, TYP. PROVIDE
SAMPLES TO MATCH EXISTING BOULDER
RETAINING WALL. OWNER TO APPROVE
BOULDER SAMPLES PRIOR TO CONSTRUCTION.
HEIGHT VARIES, SEE GRADING PLAN FOR
DETAILS.
WETLAND BUFFER
SIGN (4 TOTAL),
TYP. SIGNS TO BE
PURCHASES FROM
NMCWD.
OVERHEAD DOOR
ELECTRIC VEHICLE
PARKING SPACES (2)
WITH CHARGING
EQUIPMENT & CONC.
CURB STOPS.
MONUMENT SIGN
(PHASE I)
R21.0'
24.0'
24
.
0
'
2
4
.
0
'
24
.
0
'
26.0'
26
.
0
'
10.0'
5.0'
12
.
7
'
36.0'
5.
0
'
5.0'
4.
0
'
36.0'
24.0'
23
.
8
'
14.7'
20.0'
39
.
8
'
24.0'
18.0'
9.0'
9.0
'
9.5'9.7'
18
.
0
'
24
.
0
'
7.0'18.0'24.0'
9.
6
'
9.
0
'
TY
P
.
9.
0
'
7.0
'
5.
9
'
7.0'
5.
9
'
26
.
0
'
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
BA
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
PROJECT NUMBER:22413
03/29/23 CITY RESUBMITTAL
04/28/23 CITY RESUBMITTAL
..
..
..
..
01/09/23 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:AM,KB,NH DK
..
..
..
..
..
..
..
2022
58960
ANDERS S. MELBY
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
04/28/23
SEE ARCHITECTURAL
PLANS FOR PROJECT
PHASING DETAILS
REVISION SUMMARY
DATE DESCRIPTION
C2.0
SITE PLAN
..
..
..
..
..
..
SITE AREA TABLES:
SITE LAYOUT NOTES:
SITE PLAN LEGEND:
TRAFFIC DIRECTIONAL ARROWS FOR
REFERENCE ONLY, DO NOT PAINT.
SIGN AND POST ASSEMBLY.
SHOP DRAWINGS REQUIRED.
HC = ACCESSIBLE SIGN
NP = NO PARKING FIRE LANE
ST = STOP
CP = COMPACT CAR PARKING ONLY
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
PROPERTY LINE
CURB AND GUTTER-SEE NOTES (T.O.) TIP OUT
GUTTER WHERE APPLICABLE-SEE PLAN
LIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).
SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE
& WEAR COURSE DEPTH, SEE DETAIL.
HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).
SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE &
WEAR COURSE DEPTH, SEE DETAIL.
CONSTRUCTION LIMITS
TO
CITY OF EDEN PRAIRIE SITE SPECIFIC NOTES:
1.RESERVED FOR CITY SPECIFIC SITE NOTES.
ACCESSIBILITY ARROW (IF APPLICABLE)
DO NOT PAINT.
1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY
LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED
TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS
RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION,
DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE
APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.
3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.
4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEOTECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT
MATERIALS.
5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING AND STAKE FOR REVIEW AND
APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.
6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN
THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.
7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO
BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.
8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE
ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING,
FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER
RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.
9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE
DETAIL.
10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF
CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR
LOCAL GOVERNING BODIES.
11.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.
12.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.
13.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.
14.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.
15.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.
16.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.
17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.
18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE
DOCUMENTS.
CONCRETE PAVEMENT (IF APPLICABLE) AS
SPECIFIED (PAD OR WALK) SEE GEOTECHNICAL
REPORT FOR AGGREGATE BASE & CONCRETE
DEPTHS, WITHIN ROW SEE CITY DETAIL, WITHIN
PRIVATE PROPERTY SEE CSG DETAIL
BOULDER WALL DETAIL STONE. SHOP
DRAWINGS REQUIRED
43
.
0
[13] Drainage and
Utility Easement Per Plat
[13] Drainage and Utility
Easement Per Plat
[13] Drainage and Utility
Easement Per Plat
125.79
Δ=3°52'30"
R=1859.86
N87°57'16"W 211.48
S0
0
°
2
0
'
5
5
"
W
4
0
5
.
4
8
S87°57'16"E 407.01
N0
2
°
0
6
'
1
0
"
E
3
7
8
.
1
4
N79°20'5
6
"
W
8
3
.
9
5
Chain
Link Fence
Stone
Retaining Wall
De
c
k
Bituminous
12"
R
C
P
(COUNTY
R
O
A
D
N
O
.
6
2
)
(A Public
R
/
W
)
Pond
(Width Vari
e
s
)
Ed
g
e
o
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W
a
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e
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Ed
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C
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a
i
l
s
San. (Ap
p
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.
P
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M
a
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)
8" WM
(Approx.
P
e
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M
a
p
)
6"
W
a
t
.
S
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v
.
(A
p
p
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.
P
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Ga
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(A
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P
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10.0
Ed
g
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W
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t
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a
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d
p
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De
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a
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R
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P
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f
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,
2
0
1
9
HWL 951.50
HWL 933.99
NO
PA
R
K
I
N
G
N
O
P
A
R
K
I
N
G
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
EV
EV
INSTALL MNDOT CATEGORY 74
TURF REINFORCEMENT MAT AND
MNDOT CATEGORY 30 EROSION
CONTROL BLANKET FROM
OUTLET TO TOE OF SLOPE.
TURF REINFORCEMENT MAT
SHALL BE SOIL FILLEDUPLAND/SLOPE POLLINATOR MIX /
SHOOTING STAR POLLINATOR MIX
SEE MANUFACTURE FOR INSTALL .
PROPOSED PATIO SEE
ARCH. PLANS
EDGER TYP.
WOOD MULCH TYP.
SEE PLANT SCHEDULE
EDGER TYP.
PROPOSED PATIO SEE
ARCH. PLANS
RECLAIMED TREE AREA:
ROOT BALL TO BE REMOVED AND
REST OF TREE SHOULD BE CUT
INTO LOGS IN ORDER TO CREATE
HABITAT FOR POLLINATORS
TREES BEING REMOVED FROM SITE
SHOULD BE RELOCATED AND BROKEN
DOWN IN ORDER TO CREATE A HABITAT
FOR THE RUSTY PATCHED BUMBLE BEE
ONCE CONSTRUCTION IS COMPLETED
RESEED/RESOD PERVIOUS SPACES
CONTRACTOR SHOULD NOTIFY
LANDSCAPE ARCHITECT AND OWNER TO
REVIEW EXISTING LANDSCAPE BRUSH IN
ORDER TO BE REMOVED
RM SEE PLANTING
SCHEDULE
RM SEE PLANTING
SCHEDULE
BG SEE PLANTING
SCHEDULE
BG TYP.
SEE PLANT SCHEDULE
SM4 TYP.
SEE PLANT SCHEDULE
SM4 TYP.
SEE PLANT SCHEDULE
SM4 TYP.
SEE PLANT SCHEDULE
EDGER TYP.
RM SEE PLANTING
SCHEDULE
BOULDER WALL SEE
GRADING PLAN
BOULDER WALL SEE
GRADING PLAN
BOULDER WALL SEE
GRADING PLAN
BOULDER WALL SEE
GRADING PLAN
RM SEE PLANTING
SCHEDULE
(3) THREE TREES TO BE ADDED
DURING PHASE 1.
L1.2
1
L1.2
1
RM SEE PLANTING
SCHEDULE
RM SEE PLANTING
SCHEDULE
RM SEE PLANTING
SCHEDULE
RM SEE PLANTING
SCHEDULE
EDGER TYP.
RM SEE PLANTING
SCHEDULE
EDGER TYP.
RM SEE PLANTING
SCHEDULE
EDGER TYP.
RM SEE PLANTING
SCHEDULE
L1.2
2
L1.2
2
1 - GD
2 - GD
2 - QS
2 - BF
2 - SI
2 - SI
3 - QB
3 - CS
3 - QB
4 - SI
4 - QS
1 - BF
1 - BF
3 - PA2
3 - BF
3 - BF 2 - CS
1 - BF
3 - BF
2 - CS
2 - BF
2 - QB
1 - SI
1 - SI
4 - QS
1 - GD
2 - CS
3 - PK2
3 - PD
24 - LDN
1 - QB
2 - QB
2 - GD
8 - PP3
8 - RG
12 - LG
16 - SGJ
6 - AA3
2 - LG
3 - SH2
2 - LG
4 - JM
4 - EP3
5 - GB
4 - MB
5 - EP3
7 - GB
5 - MB
7 - EP3
10 - GB
8 - EP3
11 - GB
8 - MB
14 - EP3
20 - GB
10 - MB
11 - MB
8 - MB
7 - MB
3 - HA
6 - SH2
6 - ZA
4 - SH2
4 - HA
4 - SH2
8 - BAJ2
3 - SH2
3 - BAJ2
3 - SH2
2 - BAJ2
4 - RG
6 - ZA
11 - ZA
4 - CK2
6 - ZA
6 - ZA
4 - CK2
4 - NK
5 - PH
4 - NK
3 - PH
4 - NK
23 - SH2 5 - RG
17 - CK2
3 - FB
5 - ZA
3 - FB
5 - ZA
3 - FB
56 - HS
95 - CK2
5 - HS
5 - HS
3 - CC
6 - CC
2 - RB
1 - QB
1 - RB
2 - QB
1 - RB 2 - AA4
2 - RB
REVISION SUMMARY
DATE DESCRIPTION
L1.0
LANDSCAPE PLAN
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Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
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PROJECT NUMBER:22413
03/29/23 CITY RESUBMITTAL
04/28/23 CITY RESUBMITTAL
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01/09/23 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:AM,KB,NH DK
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2022
SEE ARCHITECTURAL
PLANS FOR PROJECT
PHASING DETAILS
LANDSCAPE NOTES:
LEGEND
EDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM,
BLACK OR DARK GREEN IN COLOR, INCLUDE ALL CONNECTORS,
STAKES, & ALL APPURTENANCES PER MANUF. INSTALL PER MANUF.
INSTRUC./SPECS.
SEE SHEET L1.1 FOR PLANTING SCHEDULE
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002
OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR
OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
2.REFERENCE MULCH SCHEDULE ON SHEET L1.1 FOR MULCHING SELECTIONS.
3.ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF
PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK.
4.IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING.
OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION.
5.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL
BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD.
6.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE
QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.
7.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION
OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR ONE (1) FULL
GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.
8.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 6" LAYER TOPSOIL AND SOD AS SPECIFIED
UNLESS OTHERWISE NOTED ON THE DRAWINGS.
9.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES,
DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR
REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
10.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.
11.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.
12.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S
ACTIVITIES.
13.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE
AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE
AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE
PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB.
14.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER,
PRIOR TO INSTALLATION.
REQUIRED DEVELOPMENT TREES:(52,938 SF / 320) =165" CALIPER INCHES
·REQUIRED TREE REPLACEMENT:40.2" OR (40.2/ 2.5) = 16
·REQUIRED OVERALL TREES NEEDED:165"+40.2"= 205.2
·HERITAGE TREES PRESERVED:2 TREES / 74" CAL.)
·SIGNIFICANT TREES PRESERVED:91 TREES / 1469 CAL. IN.
·TOTAL TREES REQUIRED 18 (@ 2.5" CAL.) OR 43 CAL. IN.
·TOTAL TREES PROVIDED 55 (@ 2.5" CAL.) OR 137.5 CAL. IN. DECIDUOUS TREES
18 (@ 2.5" CAL.) OR 45 CAL. IN. EVERGREEN TREES
10 (@ 1.5" CAL.) OR 15 CAL. IN. ORNAMENTAL TREES
·TOTAL SHRUBS PROVIDED 118 OR 20 CAL. IN.
·TOTAL CALIPERS NEEDED FOR 47.6
TREE REMOVAL
·TOTAL CALIPERS FOR LANDSCAPE REQ.165
·TOTAL TREE REPLACEMENTS
·W/ LANDSCAPE REQUIREMENTS 212.6
·TOTAL PROVIDED 217.5
LANDSCAPE CALCULATIONS SUMMARY:
LANDSCAPE REQUIREMENTS :
· IN ORDER TO ACHIEVE LANDSCAPING WHICH IS APPROPRIATE IN SCALE WITH THE SIZE OF A BUILDING AND
SITE, THE MINIMUM NUMBER OF CALIPER INCHES OF TREES REQUIRED SHALL BE DETERMINED BY DIVIDING THE
TOTAL GROSS SQUARE FOOTAGE OF ALL FLOORS OF A BUILDING BY THREE HUNDRED TWENTY (320). A SINGLE
STORY BUILDING IN EXCESS OF TWENTY (20) FEET IN HEIGHT SHALL BE CONSIDERED A TWO STORY BUILDING
FOR THE PURPOSES OF DETERMINING ITS TOTAL GROSS SQUARE FOOTAGE
NO MORE THAN EIGHTY PERCENT (80%) OF TREES MAY BE OF THE MINIMUM SIZE REQUIREMENT.
·FOR THE PURPOSES OF SATISFYING THE TOTAL CALIPER INCH REQUIREMENT, CONIFEROUS TREES MAY BE
CONSIDERED EQUIVALENT TO OVERSTORY TREES BY DIVIDING THE HEIGHT OF A CONIFEROUS TREE SIX (6)
FEET HEIGHT MINIMUM BY 2.4 TO DETERMINE EQUIVALENT CALIPER INCHES.
·UNDERSTORY TREES MAY MAKE UP NO MORE THAN TWENTY PERCENT (20%) OF THE TOTAL TREE CALIPER
INCHES REQUIRED.
·SHRUBS, PERENNIALS, OR PLANTING BEDS MAY BE SUBSTITUTED FOR TREES ACCORDING TO THE FOLLOWING
LIMIT: NOT LESS THAN TEN PERCENT (10%) AND NO MORE THAN TWENTY-FIVE PERCENT (25%) OF THE TOTAL
TREE CALIPER INCHES REQUIRED SHALL BE REPLACED WITH SHRUBS AND PERENNIALS, OR PLANTING BEDS.
ADDITIONAL SHRUBS, PERENNIALS OR PLANTING BEDS BEYOND THE TWENTY-FIVE (25%) SUBSTITUTION RATE
ARE ALLOWED.
TREE REPLACEMENT CALCULATION:
LANDSCAPE REQUIREMENTS SUMMARY :
GROUND COVERS CODE COMMON / BOTANICAL NAME
RM
1.5" Dia. River Rock Mulch / Rock Mulch
1.5" Screened Rocks/ Stone/ Rock Mulch
1.5" Screened Decorative Rock/ Stone Mulch 3" Deep
Over Geotextile Fabric, Provide Samples. Install W/
Edging As Shown On Landscape Plan
SSNS
Upland/Slope Pollinator Mix / Shooting Star Pollinator Mix
8 lbs/ac, Install per supplier. Provide Annual Rye cover
Crop
SM4 Shredded Cedar Mulch / Shredded Hardwood Mulch
BG Blue Grass Based / Sod
Commercial grade, locally grown, "Big Roll" preferred
GROUNDCOVER SCHEDULE
SHRUBS QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY
AA3 6 Regent Serviceberry / Amelanchier alnifolia `Regent`#5 CONT NATIVE CULTIVAR Y
HA 10 Annabelle Hydrangea / Hydrangea arborescens `Annabelle`#5 CONT NOT NATIVE Y
JM 4 Mint Julep Juniper / Juniperus chinensis `Mint Julep`#5 CONT NOT NATIVE N
SGJ 16 Sea Green Juniper / Juniperus chinensis `Sea Green`#5 CONT NOT NATIVE N
BAJ2 13 Blue Arrow Juniper / Juniperus Scopulorum `Blue Arrow`3` Ht.NOT NATIVE N
LDN 24 Little Devil Ninebark / Physocarpus opulifolius `Donna May` TM #5 CONT NATIVE CULTIVAR Y
PP3 8 Mugo Pine / Pinus mugo `Pumilio`#5 CONT NOT NATIVE N
RG 17 Gro-Low Fragrant Sumac / Rhus aromatica `Gro-Low`#5 CONT NATIVE Y
RA 20 Alpine Currant / Ribes alpinum #5 CONT NOT NATIVE N
GRASSES QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY
CK2 120 Feather Reed Grass / Calamagrostis x acutiflora `Karl Foerster`#1 CONT NOT NATIVE N
CC 9 Blue Zinger Sedge / Carex glauca `Blue Zinger`#1 CONT NOT NATIVE N
FB 9 Beyond Blue Fescue / Festuca glauca 'Casca11' TM #1 CONT NOT NATIVE N
PH 8 Heavy Metal Switch Grass / Panicum virgatum `Heavy Metal`#1 CONT NATIVE CULTIVAR Y
SH2 46 Prairie Dropseed / Sporobolus heterolepis #1 CONT NATIVE Y
PERENNIALS QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY
EP3 38 Dwarf Joe Pye Weed / Eupatorium purpureum `Baby Joe`#1 CONT NATIVE Y
GB 53 Beven`s Variety Geranium / Geranium macrorrhizum `Beven`s Variety`#1 CONT NOT NATIVE Y
HS 66 Stella Supreme Daylily / Hemerocallis x `Stella Supreme`#1 CONT NOT NATIVE Y
LG 16 Prairie Blazingstar / Liatris pycnostachya #1 CONT NATIVE Y
MB 53 Bergamot / Monarda fistulosa 1 GAL.NATIVE Y
NK 12 Kit Kat Nepeta / Nepeta x faassenii `Kit Kat`#1 CONT NOT NATIVE Y
ZA 45 Golden Alexander / Zizia aurea #1 CONT NATIVE Y
OVERALL SHRUB & PERENNIAL SCHEDULE
TREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY
AA4 2 Armstrong Gold Red Maple / Acer rubrum 'JFS-KW78' TM 2.5" Cal. B&B NATIVE CULTIVAR
RB 6 River Birch / Betula nigra 2.5" Cal. B&B NATIVE N
BF 17 Dakota Pinnacle Birch / Betula platyphylla `Fargo` TM 1.75" Cal B&B NOT NATIVE N
GD 6 Street Keeper Honey Locust / Gleditsia triacanthos `Draves` TM 2.5" Cal. B&B NATIVE CULTIVAR N
QB 14 Swamp White Oak / Quercus bicolor 2.5" Cal. B&B NATIVE Y
QS 10 Crimson Spire Oak / Quercus robur x alba `Crimschmidt` TM 2.5" Cal. B&B NOT NATIVE Y
EVERGREEN TREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY
PK2 3 Eastern Larch / Larix laricina 6` B&B NATIVE
PA2 3 Norway Spruce / Picea abies `Acrocona`6` B&B NOT NATIVE N
PD 3 Black Hills Spruce / Picea glauca `Densata`6` B&B NATIVE CULTIVAR N
CS 9 Colorado Spruce / Picea pungens 6` B&B NOT NATIVE
ORNAMENTAL TREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY
OVERALL TREE SCHEDULE
6 - CC
5 - HS
5 - HS
3 - CC
RM-SEE PLANT SCHEDULE
REVISION SUMMARY
DATE DESCRIPTION
L1.1
LANDSCAPE PLAN
NOTES & DETAILS
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Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
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PROJECT NUMBER 22413
03/29/23 CITY RESUBMITTAL
04/28/23 CITY RESUBMITTAL
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01/09/23 CITY SUBMITTAL
DRAWN BY REVIEWED BY AM,KB,NH DK
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2022
SEE ARCHITECTURAL
PLANS FOR PROJECT
PHASING DETAILS
1.ENTIRE SITE SHALL BE FULLY IRRIGATED AND CONNECTED TO E;ISTING IRRIGATION SYSTEM. THE CONTRACTOR
SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
2.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWER
CONNECTIONS.
3.CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANY
E;CAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE
ENTIRELY BY THE CONTRACTOR.
4.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PER
NATIONAL AND LOCAL CODES. E;ACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THE
LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.
5.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE AND
METERING FACILITIES.
6.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITH MECHANICAL PLANS.COVAGE.
7.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.
8.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.
9.ALL E;POSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.
10.CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT.
E;TEND SLEEVES TO 2'-0" BEYOND PAVEMENT.
11.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO
2'-0" ABOVE FINISHED GRADE AND CAPPED.
12.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADE
PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION.
13.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS.
14.ALL VALVE BO;ES AND COVERS SHALL BE BLACK IN COLOR.
15.GROUP VALVE BO;ES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER
POSSIBLE.
16.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE.
17.CONTROL WIRES 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USE
MOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BO;ES. RUN SEPARATE HOT AND COMMON WIRE TO
EACH VALVE AND ONE 1 SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE
ALL WIRES.
18.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC
ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE.
19.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE.
20.USE SCREENS ON ALL HEADS.
21.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION.
22.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.
23.ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATH
VALVE AND VALVE BO;. GRAVEL SHALL E;TENT 3" BEYOND PERIMETER OF VALVE BO;.
24.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BO; COVER AND TOP OF VALVE STRUCTURE.
IRRIGATION NOTES:
FACE OF BUILDING, WALL, OR STRUCTURE
MIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TO
LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION
FINISHED GRADE
COMPACTED SUBGRADE
WATER PERMEABLE GEOTE;TILE FABRIC AS SPECIFIED
18" - VERIFY W/ PLAN
AGGREGATE MAINTANENCE STRIP
N T S
STAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'S
INSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENT
SLOPE - MIN. 2, MA;. 5 1
VERIFY W/ GRADING PLAN
1
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PERENNIAL BED PLANTING
N T S
PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE
SURROUNDING GRADE
ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO
ENSURE PROPER BACKFILL-TO-ROOT CONTACT
SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF
PLANTING BED
E;ISTING GRADE
ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE
NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP
MULCH MIN. 2" FROM PLANT STEM
BACKFILL AS PER SPECIFICATION
DO NOT E;CAVATE BELOW ROOTBALL.
SIZE VARIES
SEE LANDSCAPE PLAN
MODIFY E;CAVATION BASED ON LOCATION OF PLANT
MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT
PLACEMENT
4
DECIDUOUS & CONIFEROUS SHRUB PLANTING
N T S
PRUNE AS FIELD DIRECTED BY THE LANDSCAPE
ARCHITECT TO IMPROVE APPEARANCE RETAIN
NORMAL SHAPE FOR SPECIES
PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE
SURROUNDING GRADE
ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO
ENSURE PROPER BACKFILL-TO-ROOT CONTACT
SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF
PLANTING BED
E;ISTING GRADE
ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE
NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP
MULCH MIN. 2" FROM PLANT TRUNK
BACKFILL AS PER SPECIFICATION
DO NOT E;CAVATE BELOW ROOTBALL.
THREE TIMES WIDTH
OF ROOTBALL
RULE OF THUMB - MODIFY E;CAVATION BASED ON
LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS
OR OVERALL PLANT PLACEMENT
3
THREE TIMES WIDTH
OF ROOTBALL
DECIDUOUS & CONIFEROUS TREE PLANTING
N T S
PRUNE AS FIELD DIRECTED BY THE LANDSCAPE
ARCHITECT TO IMPROVE APPEARANCE RETAIN
NORMAL TREE SHAPE
THREE 2";4";8' WOODEN STAKES, STAINED BROWN
WITH TWO STRANDS OF WIRE TWISTED TOGETHER.
STAKES SHALL BE PLACED AT 120 TO ONE ANOTHER.
WIRE SHALL BE THREADED THROUGH NYLON
STRAPPING WITH GROMMETS. ALTERNATE STABILIZING
METHODS MAY BE PROPOSED BY CONTRACTOR.
TRUNK FLARE JUNCTION PLANT TREE 1"-2" ABOVE
E;ISTING GRADE
MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF
PLANTING BED, IF APPLICABLE. ROCK OR ORGANIC
MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN
NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM
PLANT TRUNK
E;ISTING GRADE
CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT
BALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELY
SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF
PLANTING BED
BACKFILL AS SPECIFIED
COMPACT BOTTOM OF PIT, TYP.
RULE OF THUMB - MODIFY E;CAVATION BASED ON
LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS
OR OVERALL PLANT PLACEMENT
2
1.THE CONTRACTOR SHALL PROVIDE ONLY PLANT MATERIAL FREE OF NEONICOTINOID BASED INSECTICIDES AND/OR
TREATMENTS OF ANY KIND, INCLUDING BY NOT LIMITED TO IMIDACLOPRID CONFIDOR, ADMIRE, GAUCHO, ADVOCATE ,
THIAMETHO;AM ACTARA, PLATINUM, CRUISER , CLOTHIANIDIN PONCHO, DANTOSU, DANTOP , ACETAMIPRID MOSPILAN,
ASSAIL, CHIPCOTRISTAR , THIACLOPRID CALYPSO , DINOTEFURAN STARKLE, SAFARI, VENOM , AND NITENPYRAM CAPSTAR,
GUARDIAN .
2.CONTRACTOR SHALL CERTIFY, THROUGH SUPPLIERS POLICY STATEMENT OR AFFIDAVIT, THAT NO NEONICOTINOID BASED
INSECTICIDES HAVE BEEN USED ON SITE OR DIRECTLY ADJACENT TO THE GROWING OR STORAGE PLOTS OF THE SUPPLIED
PLANT MATERIAL, INCLUDING THE PLANTING OF AGRICULTURAL OR OTHER SEED TREATED WITH NEONICS..
POLLINATOR SAFE PLANT MATERIAL:
BOULDER WALL
N T S
UNDISTURBED SOIL
BASE BOLDERS
WALL EMBEDMENT
AS NOTED
MID-LEVEL BOULDERS, TYP.
SCHEDULE OF REQUIRED
BOULDER SIZES
E;POSED WALL
HIEGHT
BOULDER DEPTH,
MIN.
4'24"
5'30"
6'36"
7'38"
8'42"
SEE BOULDER SIZE SCHEDULE
FOR MORE INFORMATION
LOOSELY COMPACTED
GRANULATED FILL MIN.
12" DEEP
12" THICK SELECT GRANULAR
SAND OR DRAINAGE
AGGREGATE
WALL BACKFILL
COMPACTED 95
OF MA;IMUM
STANDARD
DENSITY
4" DIA. PERFORATED
DRAIN TILE OUTLET #
END OF WALL OR # 40'
CENTERS MA;
HEAVY WOVEN
PERMEABLE GEOTE;TILE
FILTER FABRIC BEHIND
BOULDERS
NUMBER OF
BOULDER
COURSES
WILL VARY AS
NEEDED
HEIGHT MAY VARY SEE
GRADING PLAN
5
MULCH SCHEDULE
AREA MULCH TYPE EDGING FABRIC REMARKS
TREE RINGS 4" DEPTH, SHREDDED CEDAR NO NO
PLANTING BEDS 4" DEPTH, SHREDDED CEDAR YES NO
MAINT. STRIP AT BUILDING FOUNDATION 1 12 RIVER ROCK YES YES
NATIVE SEED AREAS STRAW MULCH NO NO
TEMPORARY INSTALLATION FOR SEED
ESTABLISHMENT SEE SUPPLIERS INSTALL
INSTRUCTION
NOTE COORDINATE ALL MULCH AND PLANTING BED MATERIAL PRIOR TO INSTALLATION, PROVIDE SAMPLES AND SHOP DRAWINGS/PHOTOS/DATA SHEETS OF ALL
MATERIALS
MONUMENT SIGN ENLARGMENT:
DECIDUOUS & CONIFEROUS TREE PLANTING ON SLOPE
N T S6
PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT
TO IMPROVE APPEARANCE RETAIN NORMAL TREE SHAPE
STAKING REQUIRED - TWO 2";4";8' WOODEN STAKES,
STAINED BROWN WITH TWO STRANDS OF WIRE TWISTED
TOGETHER. STAKES SHALL BE PLACED AT OPPOSITE EACH
OTHER - ONE UP HILL ONE DOWN HILL. WIRE SHALL BE
THREADED THROUGH NYLON STRAPPING WITH GROMMETS.
ALTERNATE STABILIZING METHODS MAY BE PROPOSED BY
CONTRACTOR.
TRUNK FLARE JUNCTION PLANT TREE 1"-2" ABOVE
E;ISTING GRADE, ENSURE ROOT CROWN IS AT FINISH ELEV.
MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF
PLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH,
SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR
MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK
FINISH GRADE - 3 1 SLOPE SHOWN FOR REFERENCE, SEE
GRADING & LANDSCAPE PLANS FOR PROPOSED SITE
CONDITIONS. TREES SHALL NOT BE PLANTED ON SLOPES
GREATER THAN 3 1.
REMOVE WIRE BASKET IF PRESENT. CUT AND REMOVE
BURLAP FROM TOP 1/3 OF ROOT BALL. IF
NON-BIODEGRADABLE, REMOVE COMPLETELY
VERTICAL SIDES OF PLANTING HOLE REQUIRED TO MINIMIZE
SLOPE DISRUPTION
BACKFILL AS SPECIFIED
COMPACT BOTTOM OF PIT, TYP.
RULE OF THUMB - MODIFY E;CAVATION BASED ON
LOCATION OF PLANT MATERIAL, DESIGN OF BEDS OR
OVERALL PLANT PLACEMENT, AND SLOPE.
CONSTRUCT SOIL WATERING RING AROUND TREE
ENSURE ROOT BALL "SHOULDER" IS COMPLETELY BURIED IN
GROUND AND/OR NEW WATERING RING SOIL
ROOT BALL 12"
PER SIDE
SNOW
STORAGE
2 - GD
95 - CK2
56 - HS
24 - LDN
L1.2
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OVERSTORY PARKING LOT SHADE TREE
LOW TO HIGH HARDY PARKING LOT PLANTS
ROCK MULCH GROUNDCOVER
24.0'24.0'1.7'1.7'
NATIVE GRASS EDGE
PERENNIAL EDGE
80'
4.0'
4.0'
30'
3-4' SNOW STORAGE
3-4' SNOW STORAGE
4' CLEARANCE FOR SNOW STORAGE
4.0'14'4.0'
4.
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18.0'1.7'
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4' PERENNIAL EDGE AT BOTTOM OF WALL
POLLINATOR SEEDING
UNDISTURBED SOIL
4' BOULDER WALL
E;ISTING TREE
42'
SNOW
STORAGE
L1.2
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REVISION SUMMARY
DATE DESCRIPTION
L1.2
LANDSCAPE PLAN
ENLARGEMENTS
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Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
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PROJECT NUMBER:22413
03/29/23 CITY RESUBMITTAL
04/28/23 CITY RESUBMITTAL
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01/09/23 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:AM,KB,NH DK
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2022
SEE ARCHITECTURAL
PLANS FOR PROJECT
PHASING DETAILS
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before you dig.Call
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STAFF REPORT
TO: Planning Commission FROM: Ben Schneider, Planner I
DATE: May 22, 2023 SUBJECT: Bush Lake Pet Hospital LOCATION: PID: 25-116-22-44-0130 (north of 10160 Hennepin Town Road)
APPLICANT: Highland Ventures, LTD. 120 DAY REVIEW: August 15, 2023
REQUEST: • Zoning Change from Office (OFC) to Neighborhood Commercial (N-COM) on 1.19 acres • Planned Unit Development Concept Review on 1.19 acres • Planned Unit Development District Review with waivers on 1.19
acres • Site Plan Review on 1.19 acres BACKGROUND
The applicant is proposing to construct an
approximately 5,074 square foot, single-level commercial building. About 3,958 square feet would be occupied by Bush Lake Pet Hospital, while the other 1,015
square feet would be for an additional
commercial or office tenant (TBD). This vet is planning to relocate from Bloomington to this new proposed building in Eden Prairie in order to have more tenant
space. Operating hours are planned to be
8:00am-5:00pm Monday through Friday, 8:00am-12:00pm Saturday, and closed on Sunday. There will be no overnight boarding with the exception of surgery
patients.
The 1.19 acre site is currently vacant and is directly north of the Kinderberry Hill Child Development Center along Hennepin Town Road and across the street from the Bluff Country Village townhome development. The subject parcel also borders US Highway 169 to the east,
Project Site
Staff Report – Bush Lake Pet Hospital
May 22, 2023 Page 2 which is physically separated by a sound wall.
REZONING The subject property was rezoned from Neighborhood Commercial to Office in 2007 in conjunction with the Kinderberry Hill PUD development. The City approval included conceptual plans for an office building on the subject parcel, which was never constructed. While the site has
maintained its Office zoning, it is now guided Commercial in the Comprehensive Plan. The
applicant is requesting to rezone the parcel back to Neighborhood Commercial, consistent with this guided land use. SITE PLAN
The applicant is proposing to construct an approximately 5,074 square foot, single-level
commercial building. About 3,958 square feet would be occupied by Bush Lake Pet Hospital, while the other 1,015 square feet would be for an additional commercial or office tenant (TBD). The building is proposed to be located on the northeast part of the site and meets all required building setbacks. The site plan also shows an outdoor fenced enclosure for pets on the rear side of the building.
The parcel has two street frontages, meaning the site is permitted to have one frontage with a 17.5-foot parking setback. The proposed parking areas comply with all setback requirements. Using the ratio of five (5) parking stalls for every 1,000 square feet of gross floor area, as required in City
Code, 26 parking spaces are required. In addition, the development agreement associated with the
Staff Report – Bush Lake Pet Hospital
May 22, 2023 Page 3 adjacent daycare requires that the subject site to “provide 4 parking spaces for the use of [the
daycare parcel]”. This means the site is required to have 30 stalls in total. The site plan shows 34
parking stalls. The site plan includes two (2) access points. The first would utilize the existing curb cut along Hennepin Town Road. The second is a proposed connection between the subject property and the
Kinderberry Hill property to the south as suggested by the original development plans. An
easement agreement already exists between these two parcels for the construction and use of this parking lot connection. TRAFFIC
The applicant has submitted a traffic memo as a part of this project. The memo utilizes the ITE
Trip Generation Manual and estimates that the vet clinic would yield 89 daily trips and that the second tenant would yield 17 daily trips, which adds up to 106 total daily trips. This report also analyzes the sight lines for drivers exiting the site onto Hennepin Town Road. They conclude that the intersection sight distances are acceptable. ARCHITECHTURAL STANDARDS The proposed building has a combination of flat and pitched roofs, adding visual interest. The two sections of the building with pitched roofs are located above the entrances of each tenant space,
Staff Report – Bush Lake Pet Hospital
May 22, 2023 Page 4 which clearly defines the entrances. The building meets City Code standards for color variation
and number of Class I materials, which include brick, stone, and glass. The structure also
incorporates Class II materials, including EIFS, porcelain tile, and metal. Each façade complies with having at least 75% Class I materials.
The proposed trash enclosure, shown on the
right, uses complimentary materials to the principal structure.
PLANNED UNIT DEVELOPMENT WAIVERS The purpose of a Planned Unit Development (PUD) as stated in the City Code is to provide for a more creative and efficient approach to
the use of land within the City; to allow variety
in the types of environment available to people and distribution of overall density of population and intensity of land use where desirable and feasible; and provide for greater creativity and flexibility in environmental design.
As a part of the PUD process, the applicant is seeking waivers to City Code requirements as outlined below. A. Lot Size
City Code requires a minimum lot size of two (2) acres for Neighborhood Commercial (N-COM) lots. The applicant is requesting a waiver to allow a lot size of 1.19 acres. The current guiding of the parcel is Commercial, and the only two commercial districts that would not require a lot size waiver for the subject parcel are Regional Service (C-REG-SER) and Highway Commercial (C-HWY). Compared to those alternatives, Neighborhood
Commercial zoning is more compatible with the proposed use and the zoning of the surrounding area, which includes other lots that are zoned Neighborhood Commercial. B. Lot Depth City Code requires a minimum average lot depth of 200 feet for Neighborhood Commercial
(N-COM) lots. The applicant is requesting a waiver to instead have an average lot depth of 129 feet. The rationale for this waiver is similar to the lot size waiver request above. Staff supports the waivers, as the lot size and depth are not adjusted by the applicant, and the zoning district proposed, though requiring waivers, is more compatible with the surrounding land uses.
Staff Report – Bush Lake Pet Hospital
May 22, 2023 Page 5 LANDSCAPE AND TREE REPLACEMENT PLAN
The subject parcel, in addition to other nearby lots, was cleared and graded as part of the Bluff
Country Village project. As part of that project, a number of significant and heritage trees were identified as needing to be saved, but all other trees were removed and a replacement requirement of 904 caliper inches was deferred until the remaining parcels were developed. In 2007, the Kinderberry Hill project agreed to plant 29 of these caliper inches, bringing the new outstanding
total to 875 caliper inches between the remaining vacant lots. When dividing this number based
on the areas of these lots, this left 193 caliper inches of replacement requirement for the subject parcel. The landscape and tree plan includes 95 caliper inches of new trees that go towards the tree replacement requirement. Since it would be reasonably difficult to plant additional trees on the site, the applicant has agreed to pay a cash in lieu fee for the remaining caliper inches. Also, the
applicant is not proposing to remove any additional significant nor heritage trees on the site.
This project also requires 22 caliper inches of landscaping. The plan meets this requirement and also includes additional shrubs that are not counted towards the landscaping requirements.
STORMWATER MANAGEMENT
An underground detention system is proposed to be installed beneath the parking lot. The underground detention system treats stormwater pollution from the site’s runoff and reduces discharge rates to the downstream storm sewer system. This system will tie into the existing stormwater piping on the daycare lot to the south, which flows to the stormwater pond to the south of the daycare. This connection is permitted due to an existing easement agreement between the
subject parcel, daycare lot, and the outlot with the stormwater pond. This property is not in the shoreland overlay district. LIGHTING
Three (3) new light poles are proposed as a part of this project. There will also be lighting on the
building to illuminate the sidewalk in front of the building entrances. A photometric plan was submitted and shows that the lighting would meet the City Code requirements, as the plan shows light levels to be at or below 0.5 footcandles at the property lines. SIGNS
Sign areas are shown on the exterior elevations for illustrative purposes only. All proposed signs will require review and approval through the sign permit process and compliance with City Code Section 11.70.
SUSTAINABILITY
The applicant notes the following sustainable features in their project narrative:
• Energy efficient appliances will be used in the facility.
• Conduit will be installed to accommodate future EV charging in the parking lot.
• Low VOC materials shall be reviewed and incorporated into the final building design where appropriate.
• Roughly 25 percent of the site will remain undisturbed, which will lessen potential soil
Staff Report – Bush Lake Pet Hospital
May 22, 2023 Page 6 erosion.
• While the trees are required, the approximately 95 caliper inches of new trees would help
absorb rainfall and stormwater runoff from the site. NEIGHBORHOOD MEETING AND RESIDENT INPUT
The applicant held a neighborhood meeting on March 2nd, 2023. A total of 15 residents attended
the meeting. Attached to this report is a written summary by the applicant of the neighborhood meeting. As of this writing, City staff has not received any written nor verbal comments from the public related to this project.
STAFF RECOMMENDATION
Staff recommends approval of the following request:
• Zoning Change from Office (OFC) to Neighborhood Commercial (N-COM) on 1.19 acres
• Planned Unit Development Concept Review on 1.19 acres
• Planned Unit Development Review with waivers on 1.19 acres
• Site Plan Review on 1.19 acres
This is based on plans stamp dated May 22, 2023, staff report dated May 22, 2023 and the following conditions: 1. Prior to land alteration permit issuance, the applicant shall:
a. Submit detailed utility and erosion control plans for review and approval by the
City Engineer. b. Obtain and provide documentation of Watershed District approval. c. Notify the City and Watershed District 48 hours in advance of grading. d. Install erosion control at the grading limits of the property for review and approval
by the City.
e. Submit a landscaping letter of credit or escrow surety equivalent to 150% of the cost of the landscaping. f. Developer shall make a cash payment for Tree Replacement as provided by City Code.
2. The following waivers are granted through the PUD for the project as indicated in the plans stamp dated May 22, 2023. A. Lot Size
City Code requires a minimum lot size of two (2) acres for Neighborhood Commercial (N-
COM) lots. This waiver allows a lot size of 1.19 acres. B. Lot Depth
Staff Report – Bush Lake Pet Hospital
May 22, 2023 Page 7 City Code requires a minimum average lot depth of 200 feet for Neighborhood Commercial
(N-COM) lots. This waiver allows an average lot depth of 129 feet.
Project Narrative
Bush Lake Veterinary Clinic
Eden Prairie, MN
March 2023
Revised April 2023
Revised May 2023
GENERAL OVERVIEW
Highland Ventures LTD proposes to develop a 5,074 square feet commercial building. The proposed
building will be divided into an approximate 3,958 square feet veterinary clinic and an approximate
1,015 square feet additional tenant space (use to be determined). The development will include
required stormwater detention and water quality structures, storm inlets and piping, water and sewer
services, parking and drive aisles, and lawn and landscape areas. No kennels are included in the
proposal. Normal hours of operation for the veterinary clinic are to be as follows: M-F 8am-5pm, Sat
8am-12pm, Sun Closed. The veterinary clinic will not have overnight boarding with the exception of
surgery patients.
CITY GUIDE PLAN FRAMEWORK
The Highland Ventures, LTD project does not propose any change to the Eden Prairie Guide Plan
2040. Per the Eden Prairie Guide Plan Map 2040 on the City website, the proposed site is identified
as a commercial land use. The current site is zoned as OFC. The proposed rezoning for the parcel is
PUD Commercial (PUD Neighborhood Commercial). The proposed zoning for the 1.19-acre parcel
follows the Eden Prairie 2040 Guide Plan and is compatible with the adjacent uses.
ZONING CLASSIFICATION
The existing lot is zoned as OFC – Office. As discussed with City Staff, the OFC classification is not
compatible with the proposed use. Therefore, Highland Ventures, LTD is proposing to rezone the site
to a PUD commercial classification (PUD Neighborhood Commercial). The requested PUD N-COM
commercial classification and the proposed development plans will allow the flexibility needed by
Highland Ventures, LTD to develop the site for the proposed use. The unusual shape of the lot that is
bounded by Hennepin Road and the off ramp from US 169 has resulted in some design challenges
that the PUD zoning will help the developer overcome.
VARIANCES/PUD WAIVERS
The following PUD waivers are being requested for the project:
1. Lot size requirement is 2.0 acres. The existing platted lot is 1.19 acres. Requesting a waiver
on the minimum lot size requirement of 2.0 acres.
2. Lot Depth – The required lot depth is 200’. However, the existing lot is trapezoidal in shape
with a mean depth of 129.38’. Requesting a waiver on the minimum lot depth requirement.
EXISTING AND PROPOSED LAND USES
The proposed development parcel is currently vacant and undeveloped. The parcel was originally
platted as Lot 2, Block 1 of the Bluff Country Village 3rd Addition.
The existing uses to the north are Hennepin Town Road and US 169. The existing use to the east is
US 169 off ramp. The existing use to the south is an existing day care facility zoned Office. The
existing use to the west is Bluff Country Village multi-family development, and property that is zoned
Regional Commercial south of the multifamily development. A small strip center, zoned commercial
per the City Zoning Map, has been constructed immediately south of the Bluff Country Village multi-
family development.
Highland Ventures LTD proposes to develop the parcel for a veterinary clinic and small tenant space
(use to be determined). The development will be for a single building with two tenants.
LANDSCAPING
The landscape material proposed for the project meets the requirements outlined in the Eden Prairie
Zoning Ordinance. Landscape material is proposed to be placed within the parking lot islands and to
provide the required buffering/screening of the parking areas from Hennepin Road.
The existing site has six large trees that will be preserved. Four (4) of the existing heritage trees are
located along the US 169 right of way, and two heritage trees are located along the Hennepin Town
Road right of way. These trees sizes range in size from 9” to 25” diameter. These trees will not be
removed as part of the site development.
In addition, the original PUD zoning for the development which this proposed project will now be part
of was required to plant an additional 199 caliper inches of landscape trees on the lot. Per a meeting
with City Staff, the required tree replacement amount was calculated based upon the proposed tree
removal from the lot with the original site development plan from 2008. The proposed Highland
Ventures project shall include the installation of 95 caliper inches of the required 193 caliper inches of
trees. The developer will pay a cash fee for the remaining 98 caliper inches of tree installation as the
site cannot accommodate the additional required trees.
SUSTAINABLE COMPONENTS INCORPORATED INTO THE PROJECT
Low VOC materials shall be reviewed and incorporated into the final building design where
appropriate.
As required by Hennepin County, recycling bins will be incorporated into the dumpster enclosure.
Energy efficient appliances (Energy Star) will be used in the facility.
The developer is providing one conduit with pull wire for a potential future EV charging station in the
parking area at the site.
The northern portion of the project, approximately 0.28 acres, shall not be disturbed. No new utilities
or impervious area will be installed in this area. By not including this area in the project limits, the
developer is able to reduce the overall lot grading and potential soil erosion from the site.
Although required from the previous PUD rezoning of the property, the developer shall install
approximately 96 caliper inches of trees more than what is required for the project per the current
zoning code. The additional trees shall help absorb rainfall and storm runoff from the site.
PHASING AND CONSTRUCTION SCHEDULE
The project will be constructed as one phase upon approval of the site development plans. The
anticipated construction is currently anticipated to start July 1, 2023 (or earlier if permitting
completed) and to be completed by January 1, 2024.
DEVELOPMENT METHOD
The proposed project will be developed by Highland Ventures LTD. At this time, Bush Lake Veterinary
Clinic shall be leasing the 4,140 square foot space. No tenant has been identified at this time for the
1,193 square foot tenant space.
LEGAL INSTRUMENTS, EASEMENTS, COVENANTS and RESTRICTIONS
Per the recorded Declaration of Easements and Covenants for the Bluff Country Village 3rd Addition
document no. 9115304 recorded on March 31, 2008, the following affect the development lot:
1. An easement for reasonable access, ingress and egress, over paved driveways, roadways
and drive aisles within the parking areas located on Parcels A and B, as hereafter constructed,
so as to provide for the passage of motor vehicles and pedestrians between Parcels and to
and from all street or rights of way furnishing access to the parcels. The easement shall
include the right for reasonable access to maintain and repair the improvements.
2. An easement has been established for the benefit of Parcel B to drain stormwater runoff
across Parcel A and to the detention basin located in Outlot A. The easement includes the
right of reasonable ingress and egress as may be required to maintain, repair and operate the
storm sewer.
3. An easement has been established over and across the Common Areas of the Parcels for the
installation of distribution lines, conduits, wires, cables and other apparatus for the installation
of all water, sanitary sewer electric, gas, telephone cable, and other utility service lines. The
easement includes the right for reasonable access to maintain, repair and operate the utility
lines. The utility lines can not be modified, changed or altered without prior written consent of
all Owners of the Parcels.
4. Indemnification of each owner shall be as outlined in the recorded document.
5. Maintenance of the driveways and access ways shall be the responsibility and cost of the
owner of the Parcel on which the improvement is located.
6. Maintenance of the storm sewer system shall be the responsibility and cost of the owner of the
Parcel on which the utility is located. However, the owner of Parcel A shall have the right to
periodically bill the owner of Parcel B for the reasonable cost of maintenance and repair of the
storm sewer located on parcel A. The ratio of the costs billed to Parcel B shall not exceed 1/4th
of the maintenance and repair costs of the storm sewer.
7. Maintenance of the sanitary sewer system shall be the responsibility and cost of the owner of
the Parcel on which the utility is located. However, the owner of Parcel A shall have the right to
periodically bill the owner of Parcel B for the reasonable cost of maintenance and repair of the
storm sewer located on parcel A. The ratio of the costs billed to Parcel B shall not exceed 1/4th
of the maintenance and repair costs of the storm sewer.
For the above recorded Declaration of Easements and Covenants for the Bluff Country Village 3rd
Addition, Parcel A is the existing daycare facility lot, Parcel B is the proposed development lot, and
the Out Lot A is the existing retention basin south of Parcel A.
HOUSING OR LAND USE PROFILE
The proposed project will not include any housing units. The project development summary is as
follows:
Lot Area = 1.19 acres
Building Area = 5,367 square feet
Floor Area Ratio = 0.1035
Base Area Ratio = 0.1035
Building Setbacks
Front = 35 feet
Side = 20 feet
Rear = Not Applicable
Building height = 24’ feet to mid-point of roof
Parking Setback = ½ front setback (17.5 feet) (Only along Hennepin Road)
Parking ratio = 5 spaces per 1,000 square feet
Parking Required = 27
Standard Spaces = 33
ADA Spaces = 2
Total Provided = 35
SIGNAGE
The proposed signage for the project will consist of wall signs for the veterinary clinic and the future
retail. The signs shall be located above the entry doors as shown on the PUD elevations plans. The
veterinary clinic sign will be approximately 85 square feet and the sign for the additional tenant space
is approximately 25 square feet.
At this time, a monument sign is not proposed for the development.
A separate sign application will be required and approved prior to any signage installation taking place
on site.
DUMPSTER ENCLOSURE
The proposed location of the dumpster enclosure was chosen due to the existing site conditions for
the project; the two front yards limit the site due to the setback requirements for front yards, and the
unusual shape of the lot (triangular) has limited the developable area. It has been the lot shape that
has been the most difficult to deal as the shape has reduced the number of parking spaces that can
be placed close the building entrances. If the dumpster enclosure were to be moved closer to the
building, the customer parking would have to be further away from the building; the developer prefers
to have the customers closer to the building instead of the dumpster enclosure.
As required by code, the dumpster enclosure will match the proposed building materials. The
enclosure will also have a roof over the dumpster to prevent any trash from blowing out of the
container.
LIGHTING
Energy efficient LED lighting is proposed for the project. The proposed mounting height for the fixtures
as shown on the site and photometric plans shall not exceed 25’. Two bronze pole mounts are
proposed for the project. The parking light fixtures will be bronze in color and Talon Area lights
manufactured by Unite Lighting.
In addition to the parking lot lights, wall pack units and canopy are to be mounted on the building and
canopies to illuminate the sidewalk and entry ways into the building. The canopy lighting is
manufactured by XtraLight.
The site photometric plan shows the light levels to be at or below the required 0.5 foot-candle limit at
the property lines.
TRANSPORTATION CAPACITY
A separate transportation memo has been submitted to the City of Eden Prairie outlining the
anticipated traffic generation for the project. The trip generations have been based upon the ITE Trip
Generation Manual, 11th Edition. For the project, the total daily trips expected to be generated by the
project are 53 trips in and 53 trips out of the site.
In addition, a preliminary analysis of the departure sight distance was performed for the project site.
For the sight distance analyses the southbound left turn lane from the site onto Hennepin Town Road
was analyzed as it requires the largest gap in the traffic flow to complete the movement. Using the MN
DOT Roadway Design Manual to determine the required sight distance for the drive location, it
appears from available information and aerials that the required site distance will be provided for the
project.
PHASE 1 ENVIRONMENTAL ASSESSMENT
A separate Environmental Phase 1 Assessment was prepared for the project by Partner Engineering
and Science, Inc. and is dated January 31, 2023. A copy of the report, Phase 1 Environmental Site
Assessment Report dated January 31, 2023, is attached to the PUD submittal.
ENVIRONMENTAL ASSESSMENT WORKSHEET OR IMPACT STATEMENT
Per the rules of the Minnesota Environmental Quality Board, the proposed project does not fall within
the threshold requirements for a mandatory EAW. The document reviewed for this requirement is
May 2010 Guide to Minnesota Environmental Review Rule as provided by the EQB.
SHORELAND ORDINANCE/FLOODPLAIN RESTRICTION
The project is not subject to the Shoreline Ordinance as the property does not abut any public waters
or wetlands. In addition, the floodplain ordinance does not apply to this project as the site is located in
Flood Zone X per FEMA Map Panel 27053C0434F dated November 4, 2016.
SNOW AND SALT MANAGEMENT PLANS
Snow storage on site shall be located on the north side of the property – next to the dumpster
location. The three proposed parking spaces shall be used for the initial snow storage. If this storage
area becomes full and additional snow storage is not possible at this location, the snow shall be
removed from the site.
AIRPORT ZONES
Per a discussion with Eric Giles of the Metropolitan Airports Commission (MAC) and a review of the
Joint Airport Zoning Board Ordinances, the site is located outside of the Airport Zones A, B and C. A
copy of the Zoning Map showing the site location is attached to this document for reference.
DISPOSITION OF EXCESS LAND
The project will not have any excess land to dispose of. The disposition of excess land does not apply
to the project.
LIMITS OF DISTURBANCE
The limits of disturbance for the project are as outlined on the existing conditions and site grading
plans. Approximately 0.74 acres of land will be disturbed to develop the site. At the current time the
project is expected to move approximately 2,125 cubic yards of earth. The topsoil shall be reused on
site to the extent possible; excess topsoil shall be taken off site.
The proposed grading will result in minimal earth import to balance the site.
STORMWATER MANAGEMENT REPORT
A separate stormwater management report has been prepared for the project. The stormwater
requirements have been coordinated with the City of Eden Prairie and the Riley-Purgatory-Bluff Creek
Watershed District. Per the report the stormwater quantity control volume is approximately 11,400 cu-
ft, The proposed underground detention chamber system is located on the proposed grading and
utility plan sheets for the project.
WATER AND WETLANDS
Per the National Wetlands Inventory Maps available on the US Fish and Wildlife Service Website, no
wetlands or riparian areas are present on the site. A copy of the wetlands inventory map is included
with this Narrative.
WILDLIFE AND THREATENED SPECIES ONSITE
No known threatened or endangered species are on the project site. A cultural resource request has
been submitted to the Minnesota Department of Natural Resources for an official determination. At
this time, they have responded that some additional research is required to make a final determination
on the site.
SOILS CLASSIFICATIONS
A separate geotechnical report was prepared for the project site. A copy of the geotechnical
engineering report, Subsurface Exploration and Foundation Evaluation, Proposed Heartland Vet Clinic
dated February 10, 2023, is available for the City’s review.
Per the report, the existing soils on site consist of about 2-18 inches of sandy clay topsoil. Below the
topsoil layer is a mixture imbedded sand and clay and silt and gravel layers throughout the site.
Groundwater was encountered between 7 and 14 below ground surface (refer to the boring logs).
Groundwater will fluctuate during the seasons and as a result groundwater may need to be controlled
during construction of the utility lines and some foundation areas. The approximate groundwater
elevations for the soil borings were recorded as follows:
Soil Boring Ground
Elevation
Water Surface
Elevation
B-1 838.00 830.50
B-2 837.00 None recorded
B-3 839.00 825.00
B-4 838.00 None Recorded
B-5 842.00 835.00
B-6 840.50 833.50
The soils appear to be conducive for site grading and support of the building slab and proposed
pavements. The site grading will follow the geotechnical recommendations to maintain positive
drainage over the soils as they are worked.
The proposed building may be supported by conventional spread footings. The footings must bear on
natural suitable soils or on structural soils as prepared per the report. For frost protection the footings
must be at least 4 feet below finished grade adjacent to the building to protect against frost heave.
The slab area must be compacted, and proof rolled per the geotechnical report to maintain the proper
elevations.
The pavement sections have been designed based upon the predominate soil type consisting of
sandy material. Due to the soil type, the geotechnical report recommends that the asphaltic
pavements in the heavy and light duty areas be constructed in accordance with the Minnesota DOT
Specifications Section 2360 and 2211. Connections to the public roadway and the internal roadway
networks should consist of concrete pavements.
EXISTING STRUCTURES
There are no buildings or structures currently on the project site.
STEEP SLOPES
There are no steep slopes (greater than 3:1) or elevation changes over 30’ on the project site.
CURRENT OWNERSHIP
The project site is currently owned by: EP Land LLC, 1128 Harmon Place Suite 320. Minneapolis, MN
55403.
DEVELOPER
The project is being developed by Highland Ventures, LTD, 2500 Lehigh Avenue, Glenview, IL 60026.
The point of contact is Travis Norris, Director of Construction, 847.904.9161 (D), 910.352.2052 (C).
PROJECT FINANCING
There is no public financing for the project.
Eden Prairie 2040 Guide Plan for Parcel
Guide plan Legend
National Flood Hazard Layer FIRMette
0 500 1,000 1,500 2,000250
Feet
Ü
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
SPECIAL FLOODHAZARD AREAS
Without Base Flood Elevation (BFE)Zone A, V, A99With BFE or DepthZone AE, AO, AH, VE, AR
Regulatory Floodway
0.2% Annual Chance Flood Hazard, Areasof 1% annual chance flood with averagedepth less than one foot or with drainageareas of less than one square mileZone X
Future Conditions 1% Annual
Chance Flood HazardZone X
Area with Reduced Flood Risk due to
Levee. See Notes.Zone X
Area with Flood Risk due to LeveeZone D
NO SCREENArea of Minimal Flood Hazard Zone X
Area of Undetermined Flood HazardZone D
Channel, Culvert, or Storm Sewer
Levee, Dike, or Floodwall
Cross Sections with 1% Annual Chance
17.5 Water Surface Elevation
Coastal Transect
Coastal Transect Baseline
Profile Baseline
Hydrographic Feature
Base Flood Elevation Line (BFE)
Effective LOMRs
Limit of Study
Jurisdiction Boundary
Digital Data Available
No Digital Data Available
Unmapped
This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.The basemap shown complies with FEMA's basemapaccuracy standards
The flood hazard information is derived directly from theauthoritative NFHL web services provided by FEMA. This mapwas exported on 1/17/2023 at 1:08 PM and does notreflect changes or amendments subsequent to this date andtime. The NFHL and effective information may change orbecome superseded by new data over time.
This map image is void if the one or more of the following map
elements do not appear: basemap imagery, flood zone labels,
legend, scale bar, map creation date, community identifiers,
FIRM panel number, and FIRM effective date. Map images for
unmapped and unmodernized areas cannot be used for
regulatory purposes.
Legend
OTHER AREAS OF
FLOOD HAZARD
OTHER AREAS
GENERAL
STRUCTURES
OTHER
FEATURES
MAP PANELS
8
B 20.2
The pin displayed on the map is an approximatepoint selected by the user and does not representan authoritative property location.
1:6,000
93°24'16"W 44°49'29"N
93°23'38"W 44°49'3"N
Basemap: USGS National Map: Orthoimagery: Data refreshed October, 2020
Bush Lake Veterinary Clinic
U.S. Fish and Wildlife Service, National Standards and Support Team,wetlands_team@fws.gov
Wetlands
Estuarine and Marine Deepwater
Estuarine and Marine Wetland
Freshwater Emergent Wetland
Freshwater Forested/Shrub Wetland
Freshwater Pond
Lake
Other
Riverine
February 28, 2023
0 0.07 0.140.035 mi
0 0.1 0.20.05 km
1:4,375
This page was produced by the NWI mapperNational Wetlands Inventory (NWI)
This map is for general reference only. The US Fish and Wildlife Service is not responsible for the accuracy or currentness of the base data shown on this map. All wetlands related data should be used in accordance with the layer metadata found on the Wetlands Mapper web site.
T/O PARAPET
18'-8"
T/O CANOPY
9'-4"T/O CANOPY
8'-0"
B/O EAVE
20'-8"
1
2
3
4
5
T/O BAND
2'-8"
T/O BAND
15'-4"
6
777778
9
10
11 61111
14
17
3
11
12
10
13
12
15
16 3
9
A
B
C
1
A4.1
_____
1
A4.1
_____
3
A5.1
_____
C1
0
0
-
3
W1W1W1 W3
FUTURE TENANT
SIGNAGE
4
12
2
17'-2"
1'-6"
19
20
CJ
CJ
CJ
5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" REMAIN.
3'-4"
T/O PARAPET
18'-8"
T/O BAND
2'-8"
T/O CANOPY
9'-4"
B/O EAVE
20'-8"
4
12
T/O CANOPY
8'-0"
17 16
312
15
12
3
11
10
13
1
4
3
2
14
14
6
9
13
10
A
B
C
1
A4.1
_____
1
A4.1
_____
20
CJCJCJ
5'-3 1/2"5'-3 1/2"5'-3 1/2"5'-3 1/2"5'-3 1/2"5'-3 1/2"5'-3 1/2"5'-3 1/2"5'-3 1/2"5'-3 1/2"REMAIN.
15
T/O BAND
2'-8"
T/O PARAPET
18'-8"
T/O CANOPY
9'-4"T/O CANOPY
8'-0"
T/O BAND
11'-8"
ROOF
15'-4"
B/O EAVE
20'-8"
18
11
22
3 315
15 15 15 15
15
12 12 12 12
6 6
10 10 10 10
15
16
3 14 14 14
13 13 13 13
314
3 3
5
6
1
23
4
2
A4.1
_____
2
A4.1
_____
1
A4.2
_____
1
A4.2
_____
B1
0
0
-
1
C1
0
0
-
4
17
5
CJCJ BEHIND
DOWNSPOUT
3
GAS SUPPLY LINES FOR
RTU. SEE PLUMBING.
4'-2 3/4"5'-1 1/2"5'-5"5'-5"5'-5"5'-5"5'-5"5'-5"5'-5"5'-5"5'-5"5'-5"5'-5"5'-5"5'-5"5'-1 1/2"3'-0"
20 4
12
4
12
20
CJ
CJ
3
A1
0
0
-
2
6
4
12
11
22
3 3
16
8
9
8
9
77778
9
10 1013
1111 6
6
T/O BAND
2'-8"
T/O CANOPY
9'-4"
T/O BAND
15'-4"
B/O EAVE
20'-8"
T/O CANOPY
9'-4"
B/O EAVE
20'-8"
T/O BAND
2'-8"
3
6
5
4 4
7
5
3
1
2 3
4
2
A4.1
_____
2
A4.1
_____
1
A4.2
_____
1
A4.2
_____
C1
0
0
-
1
A1
0
0
-
1
C1
0
0
-
2
5 W2
3 4
FUTURE TENANT
SIGNAGE
FUTURE TENANT
SIGNAGE
1'-6"
17'-2"
3'-4"
17'-2"
3'-4"3'-4"
1'-6"
17'-2"
20 20
CJ CJCJCJ
4'-5"5'-1"5'-1"5'-1"5'-1"5'-1"5'-1"4'-5"
12
15
17
16
4
12
1 STANDING SEAM PRE-FINISHED METAL PANEL
ROOFING
2 PRE-FINISHED METAL FASICA AND SOFFIT TO
MATCH ROOF COLOR
3 PRE-FINISHED METAL GUTTER AND DOWNSPOUTS
TO MATCH ROOF COLOR - DRAIN TO STORM
4 BRICK VENEER - COORDINATE COLOR SELECTION
WITH STONE FINISH
5 SIGNAGE
6 PRE-MANUFACTURED STEEL CANOPY - BOD:
MAPES LUMISHADE
7 STOREFRONT GLAZING ASSEMBLY
8 WOOD GRAIN PORCELAIN TILE IN HERRINGBONE
PATTERN
9 CAST STONE SILL IN COLOR TO COORDINATE
WITH BRICK
10 CAST STONE BAND IN COLOR TO MATCH ACCENT
BRICK
11 PRE-MANUFACTURED STEEL CANOPY - BOD:
MAPES SUPERSHADE
12 ADHERED STONE MASONRY VENEER
13 FACE BRICK IN ACCENT COLOR TO COORDINATE
WITH STONE AND MAIN BRICK SELECTION
14 CAST STONE BAND COURSE IN COLOR TO MATCH
STONE
15 STUCCO FINISH EIFS WITH 1/2" REVEALS - BOD
DRYVIT OUTSULATION PLUS
16 PRE-FINISHED METAL COPING IN COLOR TO
COORDINATE WITH EIFS
17
70" TALL METAL LOUVERED ROOFTOP SCREEN
PER CITYSCAPES ENVISOR SERIES SCREENING
SYSTEMS AT ROOFTOP HVAC UNIT
18 FULLY ADHERED MEMBRANE ROOF
19 ALUMINUM COLUMN WRAP TO MATCH
STOREFRONT ASSEMBLY - PER STOREFRONT MFG
20 PRE-FINISHED METAL SNOW GUARD
NOTE:
CJ REFERS TO
MASONRY CONTROL
JOINT.
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INC.
DATE:
DRAWN:
REVIEWED:
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SHEET NUMBER:
PROJECT NO.:
PROJECT:
DESIGNED:
8910 PURDUE ROAD, SUITE 680
INDIANAPOLIS, INDIANA 46268
(317) 664-8100 / info@f-w.com
ISSUE:
#DATE: DESCRIPTION:
5/
1
8
/
2
0
2
3
2
:
2
5
:
3
9
P
M
A3.1
EXTERIOR
ELEVATIONS
SYH
SCB
0221474.00
LANDLORD WARM
DARK SHELL
HIGHLAND VENTURES LTD.
10160 HENNEPIN TOWN ROAD,
EDEN PRAIRIE, MN 55347
05/05/2023
JMA
03/22/2023
PERMIT SETPERMIT SET
SCALE: 1/8" = 1'-0"4 NORTH ELEVATION
SCALE: 1/8" = 1'-0"3 SOUTH ELEVATION
SCALE: 1/8" = 1'-0"2 EAST ELEVATION
SCALE: 1/8" = 1'-0"1 WEST ELEVATION
ELEVATION MATERIAL KEYNOTES
0 4 8 16
0 4 8 16
0 4 8 16
0 4 8 16
ELEVATION MATERIAL CALCULATIONS
NORTH ELEVATION
NORTH ELEVATION, TOTAL SQUARE FOOTAGE = 1,218.6 SF
CLASS I MATERIAL BREAKDOWN (MINIMUM 75%)
A) MAIN BRICK = 276.9 SF
B) CAST STONE = 24.9 SF
C) GLAZING = 278.2 SF
D) ACCENT BRICK = 77.8 SF
E) STONE = 313.2 SF
TOTAL CLASS I MATERIALS = 971 SF
PERCENTAGE OF FAÇADE = 80%
CLASS II MATERIAL BREAKDOWN (MAXIMUM 25%)
F) EIFS = 104.3 SF
G) METAL = 83.9 SF
H) WOOD GRAIN PORCELAIN TILE = 59.4 SF
TOTAL CLASS II MATERIALS = 247.6 SF
PERCENTAGE OF FAÇADE = 20%
SOUTH ELEVATION
SOUTH ELEVATION, TOTAL SQUARE FOOTAGE = 1,221 SF
CLASS I MATERIAL BREAKDOWN (MINIMUM 75%)
A) MAIN BRICK = 66.2 SF
B) CAST STONE = 38.7 SF
C) GLAZING = 0 SF
D) ACCENT BRICK = 136.5 SF
E) STONE = 720.6 SF
TOTAL CLASS I MATERIALS = 962 SF
PERCENTAGE OF FAÇADE = 79%
CLASS II MATERIAL BREAKDOWN (MAXIMUM 25%)
F) EIFS = 216.8 SF
G) METAL = 42.2 SF
H) WOOD GRAIN PORCELAIN TILE = 0 SF
TOTAL CLASS II MATERIALS = 259 SF
PERCENTAGE OF FAÇADE = 21%
EAST ELEVATION
EAST ELEVATION, TOTAL SQUARE FOOTAGE = 1,339.3 SF
CLASS I MATERIAL BREAKDOWN (MINIMUM 75%)
A) MAIN BRICK = 0 SF
B) CAST STONE = 52 SF
C) GLAZING = 0 SF
D) ACCENT BRICK = 195.4 SF
E) STONE = 772.8 SF
TOTAL CLASS I MATERIALS = 1020.2 SF
PERCENTAGE OF
FAÇADE = 76%
CLASS II MATERIAL BREAKDOWN (MAXIMUM 25%)
F) EIFS = 257.6 SF
G) METAL = 61.5 SF
H) WOOD GRAIN PORCELAIN TILE = 0 SF
TOTAL CLASS II MATERIALS = 319.1 SF
PERCENTAGE OF
FAÇADE = 24%
WEST ELEVATION
WEST ELEVATION, TOTAL SQUARE FOOTAGE = 1,819.8 SF
CLASS I MATERIAL BREAKDOWN (MINIMUM 75%)
A) MAIN BRICK = 539.7 SF
B) CAST STONE = 32.1 SF
C) GLAZING = 370.2 SF
D) ACCENT BRICK = 81.7 SF
E) STONE = 389.9 SF
TOTAL CLASS I MATERIALS = 1,413.6 SF
PERCENTAGE OF
FACADE = 78%
CLASS II MATERIAL BREAKDOWN (MAXIMUM 25%)
F) EIFS = 115.5 SF
G) METAL = 112.4 SF
H) WOOD GRAIN PORCELAIN TILE = 178.3 SF
TOTAL CLASS II MATERIALS = 406.2 SF
PERCENTAGE OF
FAÇADE = 22 %
A B C D E F G H
A B C D E F G H
A B C D E F G H
A B C D E F G H
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INC.
DATE:
DRAWN:
REVIEWED:
SHEET TITLE:
SHEET NUMBER:
PROJECT NO.:
PROJECT:
DESIGNED:
8910 PURDUE ROAD, SUITE 680
INDIANAPOLIS, INDIANA 46268
(317) 664-8100 / info@f-w.com
ISSUE:
#DATE: DESCRIPTION:
5/
1
8
/
2
0
2
3
2
:
2
5
:
3
9
P
M
A3.2
SCHEMATIC
RENDERED
EXTERIOR
ELEVATIONS
SYH
SCB
0221474.00
LANDLORD WARM
DARK SHELL
HIGHLAND VENTURES LTD.
10160 HENNEPIN TOWN ROAD,
EDEN PRAIRIE, MN 55347
05/05/2023
JMA
03/22/2023
PERMIT SETPERMIT SET
SOUTH ELEVATION WEST ELEVATION
NORTH ELEVATION EAST ELEVATION
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DATE:
DRAWN:
REVIEWED:
SHEET TITLE:
SHEET NUMBER:
PROJECT NO.:
PROJECT:
DESIGNED:
8910 PURDUE ROAD, SUITE 680
INDIANAPOLIS, INDIANA 46268
(317) 664-8100 / info@f-w.com
ISSUE:
#DATE:DESCRIPTION:
NOT FOR CONSTRUCTION
4/
1
7
/
2
0
2
3
1
:
2
8
:
1
5
P
M
A3.3
EXTERIOR
PERSPECTIVE
RENDERING
SYH
SCB
0221474.00
BUSH LAKE
VETERINARY CLINIC
PUD
HIGHLAND VENTURES LTD.
10160 HENNEPIN TOWN ROAD,
EDEN PRAIRIE, MN 55347
03/22/2023
JMA
PROJECT STATUS
PERSPECTIVE RENDERING
NOTES
1.POTHOLE ELEVATION OF EXISTING
SANITARY SEWER LINE. PER PREVIOUS
DESIGN, THE SANITARY SEWER ELEVATION
≈ 826.1'. NOTIFY ENGINEER IF THE SANITARY
SEWER IS HIGHER THAN 826.1'.
2.INSTALL TEMPORARY CONSTRUCTION
BARRICADE PRIOR TO STARTING ANY DEMO
WORK.
3.NOTIFY CHILD CARE CENTER AT LEAST
FOUR DAYS PRIOR TO STARTING ANY WORK
ON THE DAYCARE PARCEL.
REVIEWED:
DESIGNED:
DRAWN:
SHEET TITLE:
SHEET NUMBER:
FIELD BOOK NO.:
EXISTING
TOPOGRAPHY &
DEMOLITION PLAN
C11
IR
JWL
IR
-
----
1 SCALE:
EXISTING TOPOGRAPHY & DEMOLITION PLAN
1"=20'NO
R
T
H
0
U.S. SURVEY FEET
10 20 40
PROJECT:
DATE:
PROJECT NO.:
BUSH LAKE
VETERINARY CLINIC
10160 HENNEPIN TOWN RD.
EDEN PRAIRIE, MN
03/08/2023
0221474.00
DESCRIPTION:DATE:#
ISSUE:
NOT FOR CONSTRUCTION
Project Status
www.f-w.com
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Engineers | Architects | Surveyors | Scientists
8910 PURDUE ROAD, SUITE 680
INDIANAPOLIS, INDIANA 46268
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NOTES:
1.FIELD VERIFY LOCATION AND INVERT ELEVATION OF EXISTING 8" SANITARY
SEWER STUB. NOTIFY ENGINEER OF ANY DISCREPANCY.
2.INSTALL TEMPORARY CONSTRUCTION BARRICADE PRIOR TO STARTING
DEMOLITION WORK.
3.NOTIFY ADJACENT PROPERTY OWNER AT 10160 HENNEPIN TOWN ROAD,
EDEN PRAIRIE, MN, AT LEAST FOUR (4) DAYS PRIOR TO START OF
CONSTRUCTION ON ADJACENT PARCEL.
4.NO CONSTRUCTION THROUGH-ACCESS ON ADJACENT PARCEL AT ANY TIME.
1 04/14/2023 CITY OF EDEN PRAIRIE COMMENTS
1
WATER TABLE ELEVATIONS
6''
W
6''
W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
G
G
G
G
G
G
G
G
G
G
PROPOSED 20' DRAINAGE AND UTILITY EASEMENT
12'' ST
12'' ST
12'' ST
8''
S
T
8''
S
T
12'' ST
12''
S
T
6''
S
A
6'' S
A
6'' S
A
6'' S
A
6'' S
A
12''
S
T
12''
S
T
8''
S
T
8''
S
T
1
2
'
'
S
T
1
2
'
'
S
T
12'
'
S
T
1
2
'
'
S
T
6''
S
T
6''
S
T
6''
S
T
6''
S
T
6''
S
T
6''
S
T
6''
S
T
6''
S
T
E
E
E
6''
W
6''
W
6''
W
6''
W
6''
W
20'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
(
B
U
I
L
D
I
N
G
)
1
2
F
R
O
N
T
Y
A
R
D
S
E
T
B
A
C
K
(
P
A
R
K
I
N
G
)
PROPOSED BUILDING
5,074 SQ FT
35' FRON
T
Y
A
R
D
S
E
T
B
A
C
K
(
B
U
I
L
D
I
N
G
)
9.
5
'
T
Y
P
9.
5
'
T
Y
P
20'
9.
5
'
T
Y
P
9.
5
'
T
Y
P
11'
9.5
'
TY
P
18
'
3
9
6
10
4
25.4
'
ISLAND A
ISLAND C
9.
3
'
1
5
.
9
'
ISLAND B
R=5'
R=5'
10'x10'
DUMPSTER
ENCLOSURE
R=5'
R=5'
R=10'
R=5'
R=5'
R=5'
R=5'
R=2'
R=2'
R=10'
R=5'
24'
18'
7'
18'
25'
20'
7'
2
18.5
'
UNDERGROUND STORMWATER
DETENTION FACILITY
SEE SHEET C4.1
100 SF PET
ENCLOSURE
5'
5.
5
'
3
5
'
S
E
T
B
A
C
K
(
B
U
I
L
D
I
N
G
)
5'
5'
9'
7'
16'
REVIEWED:
DESIGNED:
DRAWN:
SHEET TITLE:
SHEET NUMBER:
FIELD BOOK NO.:
SITE LAYOUT PLAN
C1
IR
JWL
IR
-
----
1 SCALE:
SITE LAYOUT PLAN
1"=20'NO
R
T
H
0
U.S. SURVEY FEET
10 20 40
SITE SUMMARY
PARKING SUMMARY
PARKING RATIO =5 SPACES / 1,000 SQ FT
PARKING REQUIRED =26
ADA PARKING REQUIRED =2
PROVIDED SPACES:
STANDARD PARKING PROVIDED =32
ADA PARKING PROVIDED =2
TOTAL PROVIDED =34
PARKING SPACE DIMENSIONS =9.5' x 18' MIN
BIKE PARKING =
PARKING LOT CALCULATIONS:
PARKING ISLAND A =173 SQ FT
PARKING ISLAND B =297 SQ FT
PARKING ISLAND C =430 SQ FT
PARKING ISLANDS TOTAL AREA =900 SQ FT
TOTAL PARKING LOT AREA =13,474 SQ FT
PERCENT PARKING ISLANDS =6.7 %
IMPERVIOUS AREA = 22,281 SQ FT (0.512 AC)
BUILDING FOOTPRINT = 5,074 SQ FT (0.116 AC)
PAVEMENT = 17,207 SQ FT (0.395 AC)
PERVIOUS AREA = 29,188 SQ FT (0.670 AC)
TOTAL SITE AREA = 51,469 SQ FT (1.182 AC)
PERCENT IMPERVIOUS = 43.3%
TOTAL DISTURBED AREA = 32,780 SQ FT (0.753 AC)
ZONING AND BUILDING LAYOUT
LEASING AREAS:
(1) VETERINARY CLINIC =3,958 SQ FT
(2) RETAIL AND MISC. USE =1,015 SQ FT
(3) LANDLORD SPACE =101 SQ FT
BASE AREA RATIO =0.103
FLOOR AREA RATIO =0.103
AVERAGE LOT SIZE =51,895 SQ FT (1.191 AC)
NOTES:
1.PROJECT WILL BE COMPLETED IN 1 PHASE.
2.PROJECT LIES OUTSIDE JAZB AIRPORT ZONES.
3.PROJECT SITE CONTAINS NO BLUFF AREAS.
PROJECT:
DATE:
PROJECT NO.:
BUSH LAKE
VETERINARY CLINIC
10160 HENNEPIN TOWN RD.
EDEN PRAIRIE, MN
03/08/2023
0221474.00
DESCRIPTION:DATE:#
ISSUE:
NOT FOR CONSTRUCTION
Project Status
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8910 PURDUE ROAD, SUITE 680
INDIANAPOLIS, INDIANA 46268
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1 04/14/2023 CITY OF EDEN PRAIRIE COMMENTS
2 05/08/2023 CITY OF EDEN PRAIRIE COMMENTS
3
3
3 05/19/2023 CITY OF EDEN PRAIRIE COMMENTS
3
6''
W
6''
W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
G
G
G
G
G
G
G
G
G
G
PROPOSED 20' DRAINAGE AND UTILITY EASEMENT
12'' ST
12'' ST
12'' ST
8''
S
T
8''
S
T
12'' ST
12''
S
T
6''
S
A
6'' S
A
6'' S
A
6'' S
A
6'' S
A
12''
S
T
12''
S
T
8''
S
T
8''
S
T
1
2
'
'
S
T
1
2
'
'
S
T
12'
'
S
T
1
2
'
'
S
T
6''
S
T
6''
S
T
6''
S
T
6''
S
T
6''
S
T
6''
S
T
6''
S
T
6''
S
T
E
E
E
6''
W
6''
W
6''
W
6''
W
6''
W
PROPOSED BUILDING
5,500 SQ FT
FFE = 841.0084
0
838
839
841
842
840.25FL
840.10FL
837.60FL
836.96FL
840.83P
840.83P
840.83
840.83
840.83
L
O
D
LO
D
LOD
LOD
LOD
L
O
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
840.92
840.92
840.92
2.
5
1
%
4.
9
0
%
84
0
838
8
3
9
840
837
838
839
8
4
0
84
5
84
2
84
3
84
4
840.92
8
4
3
842
844
845
846
8
4
2
8
4
3
8
4
4
4.
3
2
%
839.22FL
838.40
837.15
839.55
840.68TC
840.18FL
840.75TC
840.25FL
839.85P
840.39TC
839.89FL
843.00TC
842.50FL
840.85TC
840.35FL 840.90P
842.04TC
841.54FL
8
4
3
.
4
5
T
C
8
4
2
.
9
5
F
L
838.72TC
838.22FL
838.34TC
837.84FL
837.20FL 836.75FL
837.66FL
837.29FL
840.19FL
842.31FL
839.95
840.00
836.45FL
840.64FL
842.41FL
842.54FL
840.02FL
839.76FL
84
0
841
840.72P839.80
840.84P
840.84P
840.72P
840.88P
840.88P
840.92
840.92840.92
840.92
840.80P
836.44FL
835.85FL
838.83P
840.72P
843.12P
840.10TC
840.10P
840.10TC
840.10P
840.56TC
840.06FL
839.82P
839.88P
840
8
4
0
837.00
838.15
838.70FL
6'' ST 6'' ST 6'' ST
6'' ST 6'' ST
LOD
LOD
1.67%
839.80TC
839.30FL
839.93TC
839.43FL
840.12TC
839.62FL 840.00TC
839.50FL
840.64TC
840.14FL
840.07FL
839.75FL 839.65FL
840.72TC
840.22FL
839.82839.92
839.88839.98
840.05P 839.96P
840.75P
840.72P
840
REVIEWED:
DESIGNED:
DRAWN:
SHEET TITLE:
SHEET NUMBER:
FIELD BOOK NO.:
SITE GRADING PLAN
C1
IR
JWL
IR
-
----
1 SCALE:
SITE GRADING PLAN
1"=20'NO
R
T
H
0
U.S. SURVEY FEET
10 20 40
NOTES:
1.REFER TO PLUMBING PLANS FOR BUILDING UTILITY CONNECTION DETAILS.
WATER TABLE ELEVATIONS
SOIL BORING APPROXIMATE ELEVATION
B-1 830.00 ±
B-2 NOT ENCOUNTERED
B-3 825.00 ±
B-4 NOT ENCOUNTERED
B-5 835.00 ±
B-6 833.50 ±
BASED ON SUBSURFACE EXPLORATION AND FOUNDATION EVALUATION
REPORT, PERFORMED BY PROFESSIONAL SERVICE INDUSTRIES, INC.
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
UNDERGROUND DETENTION FACILITY
SEE SHEET C4.1 PROJECT:
DATE:
PROJECT NO.:
BUSH LAKE
VETERINARY CLINIC
10160 HENNEPIN TOWN RD.
EDEN PRAIRIE, MN
03/08/2023
0221474.00
DESCRIPTION:DATE:#
ISSUE:
NOT FOR CONSTRUCTION
Project Status
www.f-w.com
INC.
Engineers | Architects | Surveyors | Scientists
8910 PURDUE ROAD, SUITE 680
INDIANAPOLIS, INDIANA 46268
(317) 664-8100 / info@f-w.com
2 SCALE:
ACCESSIBLE ROUTE
GRADING
1"=10'NOR
T
H
2
C3.1
2 05/08/2023 CITY OF EDEN PRAIRIE COMMENTS
100-YR OVERFLOW
PATH DRAINING TO
EXISTING POND
6''
W
6''
W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
G
G
G
G
G
G
G
G
G
G
12'' ST
12'' ST
12'' ST
8''
S
T
8''
S
T
12'' S
T
12''
S
T
6''
S
A
6'' S
A
6'' S
A
6'' S
A
6'' S
A
12''
S
T
12''
S
T
8''
S
T
8''
S
T
1
2
'
'
S
T
1
2
'
'
S
T
12'
'
S
T
1
2
'
'
S
T
6''
S
T
6''
S
T
6''
S
T
6''
S
T
6''
S
T
6''
S
T
6''
S
T
6''
S
T
E
E
E
6''
W
6''
W
6''
W
6''
W
6''
W
(3) RIB ALP
(5) TAX DEN
(1) ACE ARM
(3) COR ACT
(1) ACE ARM
(3) COR ACT
(5) TAX DEN
(3) RIB ALP
(1) ACE ARM
(1) AME GRA
(1) CAR OVA
(11) TAX DEN
(2) GLE SHA
(1) CAR OVA
(1) CAR OVA
(2) ACE ARM
(3) GLE SHA
(3) RHU GRO
(1) ACE ARM
(4) TAX DEN
(1) CEL OCC
(8) HEM HAP
(3) PER LIT
(4) HEM HAP
(1) TAX DEN
(14) CAL KAR
(7) CAL KAR
(4) TAX DEN
(25) HEM HAP
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
L
O
D
LOD
LOD
LOD
L
O
D
L
O
D
(5) COR ACT
(2) CAR OVA
(1) CAR OVA
(1) TIL MCL
(2) TIL MCL
(2) TIL MCL
(1) QUE MAC
(1) QUE MAC
(1) QUE MAC
(5) CEL OCC
(1) QUE MAC
SPADE CUT EDGE, TYP
SPADE CUT EDGE, TYP
SPADE CUT EDGE, TYP
SPADE CUT EDGE, TYP
TREES QTY BOTANICAL NAME COMMON NAME SIZE
ACE ARM 6 Acer x freemanii `Armstrong`Armstrong Freeman Maple 2.5" Cal
AME GRA 1 Amelanchier x grandiflora `Autumn Brilliance``Autumn Brilliance` Serviceberry 6` Tall
Multi-Stem
CAR OVA 6 Carya ovata Shagbark Hickory 3.5" Cal
CEL OCC 6 Celtis occidentalis Common Hackberry 2.5" Cal
GLE SHA 5 Gleditsia triacanthos inermis 'Shademaster'Shademaster Honeylocust 3.5" Cal
QUE MAC 4 Quercus macrocarpa Burr Oak 3.5" Cal
TIL MCL 5 Tilia americana 'McKSentry'American Sentry® Linden 2.5" Cal
SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE
COR ACT 11 Cornus stolonifera `Arctic Fire`Arctic Fire Dogwood 5 gal
RHU GRO 3 Rhus aromatica `Gro-Low`Gro-Low Fragrant Sumac 5 gal
RIB ALP 6 Ribes alpinum Alpine Currant 5 gal
TAX DEN 30 Taxus x media `Densiformis`Dense Yew 5 gal
GRASSES QTY BOTANICAL NAME COMMON NAME SIZE
CAL KAR 21 Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass 24" Tall
ANNUALS/PERENNIALS QTY BOTANICAL NAME COMMON NAME SIZE
HEM HAP 37 Hemerocallis x `Happy Returns`Happy Returns Daylily 1 GAL
PER LIT 3 Perovskia atriplicifolia `Little Spire` TM Little Spire Russian Sage 1 GAL
GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE
3,154 sf Mulch Shredded Hardwood mulch
3" Depth
Color: Natural
7,479 sf Turf Seed RTF Rhizomatous Tall Fescue Seed Seed
PLANT SCHEDULE
PROJECT:
DATE:
PROJECT NO.:
EDEN PRAIRIE SITE
IMPROVEMENTS
10160 HENNEPIN TOWN RD.
EDEN PRAIRIE, MN
03/07/2023
0221474.00
DESCRIPTION:DATE:#
ISSUE:
NOT FOR CONSTRUCTION
Project Status
www.f-w.com
INC.
Engineers | Architects | Surveyors | Scientists
8910 PURDUE ROAD, SUITE 680
INDIANAPOLIS, INDIANA 46268
(317) 664-8100 / info@f-w.com
REVIEWED:
DESIGNED:
DRAWN:
SHEET TITLE:
SHEET NUMBER:
FIELD BOOK NO.:
PLANTING PLAN
L11
MBH
MBH
JLH
-
----
1 SCALE:
PLANTING PLAN
1"=20'NO
R
T
H
0
U.S. SURVEY FEET
10 20 40
PROJECT:
DATE:
PROJECT NO.:
EDEN PRAIRIE SITE
IMPROVEMENTS
10160 HENNEPIN TOWN RD.
EDEN PRAIRIE, MN
03/07/2023
0221474.00
DESCRIPTION:DATE:#
ISSUE:
NOT FOR CONSTRUCTION
Project Status
www.f-w.com
INC.
Engineers | Architects | Surveyors | Scientists
8910 PURDUE ROAD, SUITE 680
INDIANAPOLIS, INDIANA 46268
(317) 664-8100 / info@f-w.com
CODE AREAS CODE REQUIREMENT QUANTITY REQUIRED PROVIDED
TOTAL CALIPER INCHES REQUIRED FOR SITE MINIMUM CALIPER INCHES REQUIRED =
DIVIDE BUILDING SF BY 320 7,084 SF / 320 = 22 CALIPER INCHES 23 CALIPER INCHES
PARKING LOT SCREENING 3' HEIGHT HEDGE 3' HEDGE 3' HEDGE
PARKING LOT ISLANDS PLANTED WITH PLANT MATERIAL PLANTED WITH PLANT MATERIAL PLANTED WITH SHRUBS AND TREE
REPLACEMENT CALIPER INCHES TOTAL NUMBER OF CALIPER INCHES
MUST BE REPLACED 193 CALIPER INCHES 95 CALIPER INCHES
GENERAL NOTES
1.SEE SHEET L2.1 FOR GENERAL PLANTING NOTES AND PLANTING DETAILS.
1 04/14/2023 CITY OF EDEN PRAIRIE COMMENTS
2 05/08/2023 CITY OF EDEN PRAIRIE COMMENTS
3 05/19/2023 PUD COMMENTS
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***DISCLAIMER*** BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE PROJECT ENGINEER AND/OR ARCHITECT MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD CONDITIONS.
THE LIGHTING DATA REPRESENTS ILLUMINATION LEVELS TAKEN FROM A LABORATORY SETTING UNDER CONTROLLED CONDITIONS IN ACCORDANORY SETTING UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH THE ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA) APPROVED
METHODS. ACTUAL PERFORMANCE MAY VARY DUE TO VARIATIONS IN ELECTRICAL VOLTAGE, INSTALLATION, TOLERANCE LEVELS, BUILDINGS, OTHER LIGHTING, AND OTHER VARIABLES THAT WERE NOT CONSIDERED WHEN THIS PHOTOMETRIC REPORT WAS CREATED. IT IS THE RESPONSIBILITY OFTHE OWNER OR PROJECT ENGINEER TO ENSURE COMPLIANCE OF ALL STANDARDS IN EFFECT. THIS PHOTOMETRIC LAYOUT IS THE PROPERTY OF VERTICAL LIGHTING + CONTROLS AND IT CANNOT BE USED FOR INSTALLATION OF PRODUCTS OTHER THAN SPECIFIED.THIS DRAWING IS FOR ESTIMATING PURPOSES ONLY, FINAL CONSTRUCTION DRAWINGS, LIGHTING LAYOUTS AND CALCULATIONS ARE THE RESPONSIBILITY OF A LICENSED ARCHITECT OR ENGINEER. IN NO EVENT SHALL VERTICAL LIGHTING + CONTROLS BE LIABLE FOR ANY DIRECT, INDIRECT,
CONSEQUENTIAL,PUNITIVE, SPECIAL OR INCIDENTAL DAMAGES (INCLUDING, WITHOUT LIMITATION, DAMAGES FOR LOSS OF PROFITS, BUSINESS INTERRUPTION, OR LOSS OF INFORMATION) ARISING OUT OF THE USE OR INABILITY TO USE THIS DOCUMENT OR ITS CONTENT, EVEN IF VERTICAL
LIGHTING + CONTROLS HAS BEEN ADVISED OF THE POSSIBILTY OF SUCH DAMAGES. VERTICAL LIGHTING + CONTROLS MAKES NO REPRESENTATIONS OR WARRANTEIS WITH RESPECT TO THE ACCURACY OR COMPLETENESS OF THE CONTENTS OF THIS DOCUMENT. IN ALL INSTANCES, IT IS
RECOMMENDED HAVE A PILOT INSTALLATION IN PLACE TO VERIFY LIGHT LEVELS AND APPEARANCE ARE WHAT IS EXPECTED PRIOR TO COMPLETING A TOTAL INSTALLATION AND LAYOUT OF THE PRODUCT(S).
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Luminaire Schedule
Symbol
Calculation Summary
Label CalcType Units
Qty Tag Label Arrangement Description Lum. Watts Arr. Watts Total Watts
Avg Max
LLF
Min Avg/Min Max/Min
Building Perimeter
7 C1 ACLS-5000L-40K-DIM-NO-GY
Illuminance Fc
Single XtraLight Architectural Canopy Light, 48W, 5,000lm, 4000K, 0-10 V Dimming, 120-277v, Grey Finish 48 48 336 0.950
10.65 40.4 0.4 26.63
3 S1 TL-150-H4-4K-U-BZ-HSS Single Unite Talon Area Light, 150W, Type 4, 4000K, 120-277v, Bronze Pole Mount, House Side Shield 151.771 151.771 455.313
101.00
Lot Calcs Illuminance Fc
0.950
2.19 8.7 0.1 21.90 87.00
Property Line Illuminance Fc 0.03 0.5 0.0 N.A.
5 W1 WPGP-40-40@20W 4000K Single ATG Guard Pack, Selectable Wattage(10W,20W,28W,40W) Set to 20W, CCT Selectable(3K,4K,5K) Set to 4000K 20 20 100 0.950
N.A.
Scale: 1 inch= 23 Ft.
PROPERTY LINE
P R O P E R T Y LIN E
INV=833.1
RIM=837.1
CB
12" HDPE
12" HDPE
8" PVC (PER PLAN)
?
HENNEPIN TOWN ROAD
R
/
W
V
A
R
I
A
B
L
E
W
I
D
T
H
P
T
A
20.0
5
5
10
18
18
13
(BITUMINOUS PUBLIC STREET)
SHED
12" HDPE
12" HDPE
LOT 2LOT 1
16
C1
MH: 10
C1
MH: 10
MH: 10
C1
MH: 10
C1
C1
MH: 10
MH: 10
C1
C1
MH: 10
MH: 20
S1
MH: 20
S1
MH: 20
S1
W1
MH: 12
MH: 12
W1
W1
MH: 12
MH: 12
W1
MH: 12
W10.4
0.4 0.5 0.5 0.5 0.7
0.5 0.7 0.8 0.8 0.8 1.1
0.8 1.1 1.3 1.3 1.2 1.1 1.5 4.2
1.1 1.9 2.3 2.3 1.9 1.5 1.3 1.9 6.4
3.1 4.2 4.5 3.4 2.3 1.6 1.4 2.8
6.0 8.1 5.9 3.3 2.0 1.4
7.4 6.9 4.1 2.4 1.6 1.3 5.8 4.6
0.1 3.7 2.1 1.5 1.3 1.2 1.1 1.2 1.1 0.7
1.5 1.3 1.3 1.3 1.2 1.1 0.9 0.7 0.6
1.5 1.7 1.7 1.5 1.2 0.9 0.7 0.5
2.3 2.8 3.0 2.5 1.8 1.2 0.9 0.6 0.5
5.1 5.8 4.6 2.8 1.7 1.1 0.8 0.6
8.5 7.1 4.1 2.3 1.4 1.0 0.8 0.6
7.1 2.6 1.6 1.2 1.0
2.2 1.5 1.2 1.2
1.0 1.2 1.2 1.4 1.6 1.8
0.3 0.5 0.8 1.1 1.7 2.6 3.3
0.5 0.9 1.4 2.5 4.4 6.4
0.6 1.0 6.4 8.7
5.1
0.4
2.4 1.2 0.7 0.8
8.9 4.7 1.4 2.7
4.0 9.7 13.2 9.4 14.6
1.6 2.5 40.4 14.0
4.3 2.2 1.2 20.9 8.8
10.3 9.0 3.1 1.7
2.7 5.3 11.5 1.2 1.7
1.6 3.1 2.5 1.7 3.3
5.2 11.5 8.0 9.1
35.5 12.0 5.8
22.7 18.6 5.9 3.5
7.6 7.9 1.7 1.7
20.9 3.2 4.5
27.3 32.7 19.6
11.6 6.6 39.8 23.7
7.1 10.6 3.6
14.4 2.5 3.6
9.6 7.5 14.2 9.9
6.2 9.4 10.8
24.5 28.7 32.6 11.3
37.6 22.9 7.6 20.6
9.2 12.5 5.9
2.2 17.9 39.8
3.5 7.9
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1
0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.1 0.1 0.1 0.1 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.1 0.1 0.1 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.1 0.1 0.1 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.1 0.1 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.2 0.1 0.1 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.1 0.0 0.0 0.0 0.0
0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0
0.1 0.1 0.1 0.1 0.2 0.3 0.0 0.0 0.0 0.0 0.0 0.0
0.1 0.1 0.2 0.2 0.3 0.0 0.0 0.0 0.0 0.0 0.0
0.1 0.2 0.2 0.3 0.5 0.0 0.0 0.0 0.0 0.0 0.0
0.1 0.2 0.3 0.4 0.0 0.0 0.0 0.0 0.0 0.0
0.1 0.2 0.2 0.4 0.0 0.0 0.0 0.0 0.0 0.0
0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Neighborhood Meeting Notes
● Concern with the curve driving southbound on Hennepin Town Rd and the 40-mph speed limit. It is hard to
exit from Belmont Ln turning southbound - as cars come around the bend quickly. Made it clear it's already
an issue and our site being developed is not of major concern.
Discussed the Belmont Lane access issue with our traffic engineer. It is his opinion that the minimum sight
distance requirement outlined in the MN DOT criteria is not met for the Belmont Lane access due to the
existing trees located along the west side of Hennepin Town Road; it is difficult to see traffic coming
southbound towards the Belmont Lane access. The driveway for the veterinary clinic will provide adequate
sight distance to make the SB left turn lane in his opinion as there are not trees impacting the sight lines...
○ Complaints have been put into the city but no luck with change so far
○ Belief that our development may help remedying the situation Though we hope the development of
this site will help with the speed issue, we must follow the City’s direction and defer to their
recommendations.
○ Solutions - flashing lights to warn traffic of slowdown after bend and reduced speed limit
● Belief that this site should be developed. Direct quote - "it's gotta be developed" and "this will clean up the
area"
● Asked if there is a plan for suite B Small office space or retail
● Asked if there is any kennel or boarding There will be no boarding at this location nor exterior dog run.
● Asked if there are speed bumps in the parking lot - concern for the childcare side
Do not recommend installation of speed bumps. This will affect snow removal during the winter months.
Recommend “children at play” or similar signage near the connection point with the daycare parking/drive
area.
● Asked if childcare is ok with shared driveway Highland has reached out to the owner multiple times. We
have not received a response yet.
● Asked if we wanted to buy the Holiday property. They wanted Bush Lake to build a bigger building on the 3-
acre parcel. Not at this time.
● Asked about length of time to construct and when we will break ground Breaking ground date dependent on
city review process. Once permits have been released, we anticipate a 7-month build.
● In general, excited about this development, believes it adds value to their community. But only concerned
with safety in regards to traffic speed
● Total of 15 residents attended the meeting
● Total of 4 residents who emailed Mike Kohne questions prior to the meeting.
○ Email Notes:
○ Traffic concerns similar to what is listed above
○ Supportive of the veterinary use, they like the idea of having a vet on that parcel
○ Suggested a NO LEFT TURN out the north egress due to the traffic moving southbound on
Hennepin Town Rd See response above – our traffic engineer does not see the SB turn movement
as an issue from the drive location.
● Suggested discussing peak traffic hours with Assistant City Engineer Carter Schulze. 952 949 8339.
Previously provided a traffic and sight distance assessment to the city. We will follow up with Carter during
the week of March 6th and provide an update. Had follow up with Carter and he stated he has the peak
traffic volumes in the traffic summary we provided prior to the neighborhood meeting.
STAFF REPORT
TO: Planning Commission
FROM: Beth Novak-Krebs, Senior Planner
DATE: May 22, 2023
SUBJECT: Kiwatchi Development
LOCATION: 6285 Duck Lake Road
REQUEST: • Zoning Change from Rural to R1-9.5 on 2.11 acres
• Preliminary Plat of 4 lots and 3 outlots on 2.11 acres
BACKGROUND
The applicant is requesting approval to
divide one parcel into 4 single family
lots and 3 outlots. The 2.11-acre property
is located at 6285 Duck Lake Road
located at the corner of Duck Lake Road
and Claycross Way.
Currently, there is a single-family home
in the southwest corner of the property.
The land is generally flat with some trees
and a small piece of wetland along the
east property line. There are residential
uses to north, south and west and a
wetland and residential to the east.
The proposed lots range in size from
10,980 square feet to 17,621 square feet.
Three of the lots will front on Duck Lake
Road while one of the lots will front on
Claycross Way.
COMPREHENSIVE PLAN AND ZONING
The property is guided Low Density Residential in Aspire 2040, which allows a density of 0.1-5 units per acre. The
proposed density is 1.9 units per acre, which is consistent with the density ranges provided in the Comprehensive
Plan. The property is currently zoned Rural. The applicant is requesting a rezoning to the R1-9.5 Zoning District.
The zoning of the surrounding properties includes R1-9.5 to the west and R1-13.5 to the north, south and east.
The lot sizes and character of the proposed lots are similar to the surround lots. The proposed lots are consistent
with the character of the neighborhood.
Project
Site
Staff Report – Kiwatchi Subdivision
Page 2
2
PRELIMINARY PLAT
The applicant is proposing a preliminary plat that would
create 4 lots with one of the lots to include the current
single-family home. The applicant intends to demolish
the existing home in the summer of 2023. There is a
small wetland area along the east property line.
This small wetland area is connected to the larger
wetland on the City-owned property to the east. The
wetland buffer on the west side of the wetland extends
onto the subject property. Outlot A will encompass the
small wetland area, the buffer, and the stormwater
pond. The applicant is proposing to deed Outlot A to
the City as it is directly adjacent to City-owned
property.
The applicant is proposing to sell the land encompassed
by Outlots B and C to the adjacent property owners to
the north. Once the property has been transferred to the
adjacent property owners, they will need to go through
a process to combine their current lot and the new
Project
Site Project
Site
Current Zoning Proposed Zoning
Staff Report – Kiwatchi Subdivision
Page 3
3
Outlot to create one larger lot for each of them.
TREE REPLACEMENT PLAN
The project requires 109 caliper inches for tree replacement. The caliper inches proposed for tree replacement is
92.5 caliper inches. The plan includes canopy and evergreen trees. There is a stand of trees at the back of proposed
Lot 1, and the applicant is proposing to preserve some of those trees. In order to comply with City Code, the
applicant has agreed to pay the fee in lieu of tree replacement for 16.5 caliper inches.
The applicant has provided a Phasing Plan for the tree replacement. The trees closest to the building pads will be
installed after the construction of each of the homes is complete. This ensures that those trees will not be damaged
during construction. The trees further behind the house pads will be installed once the grading of the site is
complete.
SIDEWALKS
There is an existing sidewalk on the west side of Duck Lake Road from Duck Lake Trail to Highway 62. There is
also a sidewalk on the east side of Duck Lake Road, but it only extends from Duck Lake Trail to Claycross Way.
The applicant will be constructing a sidewalk along its frontage of Duck Lake Road. There are no sidewalks along
Claycross Way, and no sidewalks are recommended.
PHASE I AND II ENVIRONMENTAL SITE ASSESSMENTS (ESA)
A Phase I ESA was prepared for the property. Over the years, construction waste was dumped in the northwest
corner of the property and covered with gravel. The material in this area is considered undocumented fill and is
identified as a Recognized Environmental Condition (REC) because of the potential for this area to contain
contaminants. There is a statement in the Phase I ESA that this area is an environmental concern. Given this
information, the City required the applicant to prepare a Phase II ESA.
A Phase II Environmental Site Assessment (ESA) was conducted in the vicinity of historic fill identified in the
Phase I ESA. One boring identified levels of Polycyclic Aromatic Hydrocarbons (PAHs) that are above
acceptable levels for residential fill. The boring is also within an area where geotechnical corrections are
recommended for structural support. Thus, as recommended in the Phase II ESA, any material removed from
within a 20 foot radius of the boring with elevated PAH levels must be removed and disposed of in accordance
with Minnesota Pollution Control Agency protocols. This will be incorporated into the Development
Agreement.
DRAINAGE
Stormwater for the site is managed at one centralized infiltration basin. Runoff collected by catch basins within
the right of way within Duck Lake Road and Claycross Way is discharged to the basin for treatment. The basin
is within an outlot and will be owned and maintained by the City.
UTILITIES
There are existing water mains and sanitary sewer mains along both Duck Lake Road and Claycross Way. The
homes can be connected to the existing sewer and water system. There are sewer and water services stubbed in
front of the existing home on Duck Lake Road; however, the existing home is not connected to those stubs and
Staff Report – Kiwatchi Subdivision
Page 4
4
still has a well and septic system. There is an existing sanitary sewer stubbed in front of proposed Lot 2. Staff
recommends that the applicant utilize the existing sanitary sewer and water stubs to reduce the number of cuts
into the adjacent streets to provide those services.
NEIGHBORHOOD MEETINGS AND RESIDENT INPUT
On August 12, 2022, the applicant held a neighborhood meeting. The meeting was held via zoom from 6:00 pm to
7:00 pm. According to the applicant, 7 neighbors attended the neighborhood meeting. Based on a summary provided
by the applicant, there were questions about stormwater, the number of proposed lots, the plans for demolishing the
existing home, cost of the lots and timing on project completion.
SUSTAINABILITY
The applicant is proposing a number of sustainable features in this project as listed below:
• Use of energy efficient fixtures and appliances
• Installation of EV-ready circuits for future charging stations in each garage
• Preserving the wetland area on the east side of the property
• Eliminating an invasive species (Japanese Knotweed) to prevent it from spreading to other areas.
STAFF RECOMMENDATION
Recommend approval of the following requests:
• Zoning Change from Rural to R1-9.5
• Preliminary Plat of 4 lots and 3 outlots on 2.11 acres
This is based on plans submitted on May 5, 2023, staff report dated May 22, 2023 and the following conditions:
1. Prior to release of the Final Plat, the applicant shall
A. Sign special assessment agreement for City trunk sewer and water assessment fees and
connection fees.
B. Submit detailed storm water runoff, utility and erosion control plans for review by the City
Engineer and Watershed District.
C. Tender a warranty deed for Outlot A for review and written approval by the City Engineer. After
approval of the warranty deed and filing of the final plat, file the warranty deed with Hennepin
County.
D. Provide copies of legal documents, either in Homeowners Association format or private
covenant and agreement format to be approved by the City.
E. Submit a bond, letter of credit, or cash deposit (“security”) that guarantees completion of all
public improvements equivalent to 125% of the cost of the improvements.
3. Prior to land alteration permit issuance, the applicant shall:
A. Submit detailed storm water runoff, wetland, utility, street and erosion control plans for review
and approval by the City Engineer.
Staff Report – Kiwatchi Subdivision
Page 5
5
B. Submit an executed landscape agreement and final tree replacement plan.
C. Submit a landscaping letter of credit or escrow surety equivalent to 150% of the cost of the tree
replacement.
D. Obtain and provide documentation of Watershed District approval.
E. Notify the City and Watershed District 48 hours in advance of grading.
F. Install erosion control at the grading limits of the property for review and approval by the City.
G. Submit a land alteration bond, letter of credit, or escrow surety equivalent to 125% of the cost of
the land alteration.
H. Submit a wetland protection bond, letter of credit, or escrow surety equivalent to 150% of the
wetland plan requirements included in the Development Agreement.
I. Provide information about the method intended to be used to eradicate the Japanese Knotweed.
4. Prior to building permit issuance for the lots, the applicant shall:
A. Pay the appropriate cash park fees.
B. Provide recorded copies of any Home Owner Association documents or private covenants and
agreements, and the warranty deed for Outlot A to the City following recording of the final plat.
C. Submit construction plans and project specifications for public infrastructure for review and
approval by the City Engineer.
1
PROJECT NARRATIVE
August 25, 2022
Revised August 30, 2022
Revised September 21, 2022
Revised April 11, 2023
Eden Prairie Planning Commission
City of Eden Prairie
Re: Application for Preliminary Residential Development
KIWATCHI
Craig Schmidt, 6285 Duck Lake LLC, is pleased to submit this application for preliminary plat
review of KIWATCHI. This narrative is intended to generally describe the project and address
specific development topics.
Location / Current Use
The existing site is a 2.1 acre parcel with one existing house fronting on Duck lake Road. It is
located in the northeast quadrant of Duck Lake Road & Claycross Way, abutting both roads.
The KIWATCHI Subdivision is intended to improve the current landscape of 6285 Duck Lake
Road by building single-family homes within 4 subdivided lots that are similar in size with the
existing surrounding homes. Homes that will be built within the subdivision are intended to
improve the market values of surrounding homes on both Duck Lake Road and Claycross
Way. It is the ultimate desire to connect the surrounding homes alongside the 6285 Duck
Lake Road property with similarly valued or higher value homes.
NOTE: Lot 4 on Claycross Way will be owned by the land developer and therefore incentive
to ensure surrounding homes and lots achieve similar or higher value.
Proposed Zoning
The current zoning is Rural. The site is proposed to be rezoned and be developed under the
R1-9.5 Residential District. The impetus for the R1-9.5 in lieu of the R1-13.5 zoning comes
from the Riley Purgatory Bluff Creek Watershed District (RPBCWD). Stormwater runoff from a
portion of Duck lake Road and Claycross Way is required to be collected and treated within
the on-site pond to comply with the watershed’s rules. Since public water is collected and
treated within the site the pond is required to be within Outlot A where the City will maintain
ownership. The size requirements of Outlot A preclude lot sizes of 13,500 sf but can allow the
proposed lots to be at least 9,500 sf.
Specific parameters of the R1-9.5 zone are listed below and show on Table 1.
Lots
Lot Area Min. 9,500 sf
Lot Width Min. 70 ft
Lot Width, Corner Min. 100 ft
Lot Depth Min. 100 ft
2
Setbacks
Front Min. 30 ft
Rear Min. 20 ft
Side Min. 5/15 ft
Side, Street Min. 30 ft
Table 1
Block Lot
Area
(Sq.Ft.)
Width @
Front
Setback
Front
Setback
Rear
Setback
Side
Setback
Side
Street
Setback
House
Pad
Width
House
Pad
Depth
1
1 17,621 98 30 30 10/15 N/A 60 50
2 10,980 90 30 30 10/15 N/A 60 50
3
Existing
House 13,547 132 30 30 10/15 30 60 50
4 12,970 97 30 30 10/15 N/A 60 50
Outlot A 23,112
Outlot B 931
Outlot C 1,549
New Plat ROW 11,133 sf
Total Property Area 91,843 sf / 2.11 ac
Average Lot Size = 13,780 sf
Average Lot Width = 104.3 ft
Stormwater Management
Currently the site drains to the east into an existing wetland. A portion of the runoff from
Duck Lk. Road and Claycross Way is collected and routed into the site and treated in the pond
located in Outlot A – per the requirements of the RPBCWD.
The proposed improvements will maintain the current drainage pattern. All of the runoff from
the site drains towards the backyard areas into the infiltration basin, then overland to the
wetland. Additional information and hydraulic calculations can be found in the submitted
Stormwater Management Plan (SWMP).
The SWMP is required to be reviewed and approved by the Riley Purgatory Bluff Creek
Watershed District (RPBCWD). The project is recommended for approval at the April 12, 2023
Board meeting.
Wetlands
There is a wetland that sneaks into the east portion of the site. The wetland was delineated by
Kjolhaug Environmental. The wetland location has been reviewed and approved by the City
and is designated as a Manage 2 – Moderate wetland.
No wetland impacts are proposed.
3
A 40 foot buffer is required around the wetland. The buffer is shown on the plan and
encompassed by Outlot A. Outlot A will be deeded to the City. Wetland buffer signs will be
installed around the perimeter of the buffer to provide notification of the wetland boundary.
The Outlot and the buffer signs will provide protection for the wetland.
Sustainable Features
The Builders will be using energy efficient fixtures and appliances. These would be consistent
with the applicable utility company and their incentives. The Builders will install EV-ready
garage circuits for future car charging systems.
A 40 foot buffer area is shown around the wetland the area. In addition, the buffer area is
encompassed by and Outlot. The outlot will bed deeded to the City – creating a quasi
conservation easement.
The site contains area of Japanese Knotweed, an invasive plant species. We are contacting
several landscape companies for options to eliminate it. Options may include chemical
treatment or removing and disposal of material during grading operations.
Green Infrastructure Analysis
Preserving natural vegetation. Site grading is minimized to preserve the natural vegetation.
46% of the site area will not be graded, preserving the existing tree and ground cover.
Preserving and utilizing natural upland swales, depressions, and upland storage areas in the
post-development condition to the degree that they can convey, store, infiltrate, filter, or
retain stormwater runoff before discharge. The site has minimal depression and upland
storage areas as the site has a consistent slope to the east wetland. However, the preserved
areas include the wetland buffer, treed area and swale areas which consist of vegetated
ground cover. These vegetated areas will function as filter strips – hindering runoff to
promote infiltration and provide up to 50% removal of total suspended solids. (see MN
Stormwater Manual, Design, construction, operation and maintenance specifications for
pretreatment vegetated filter strips).
Minimizing Impervious surface. The site proposes only the minimal amount of impervious
surface required. These consist of a house footprint and a driveway for each lot. The plan
proposes an infiltration basin which is required to drain dry within 48 hours, so there will be
essentially no impervious surface water.
Installing permeable pavement. Permeable pavement is not prudent for use in clay type soils
without a subsurface collection and drainage system. Trapping water under pavements in
non-draining soils will only saturate subgrades and weaken pavements causing failure.
Utilizing vegetated areas to filter sheet flow, remove sediment and other pollutants, and
increase time of concentration to slow discharge or reduce runoff. See comments above.
Disconnecting impervious areas by allowing runoff from small impervious areas to be directed
to pervious area where it can be infiltrated of filtered. The proposed impervious areas consist
of individual homes and driveways. The home sites are separated by side and back yard areas
which are vegetated. Therefore, all runoff from impervious areas drain to vegetated areas
where it is filtered. As previously referenced, MPCA states that a filter strip of at least 3 feet in
length – in the flow direction - can remove up to 50% of total suspended solids.
4
Install green roofs. Green roofs are typically used in commercial or industrial buildings where
the roofs are flat. Residential homes are designed with pitched roofs and cannot
accommodate rooftop planting areas.
Using irrigation ponds or systems, cisterns, rain barrels and related BMPs’ to reuse runoff.
Cisterns and rain barrels to collect rainwater could certainly be used. Builders can encourage
potential homeowners to include or install systems that can collect rainwater.
Planting of trees for retention and detention of runoff. The preliminary landscape plan does
not show trees or plantings around the pond area. However, the plan can be revised to show
plantings around the west and south sides of the pond to intercept runoff from the backyard
areas. The plantings can absorb water, promote water abstraction, reducing total runoff.
Utilizing a soil amendment or decompaction process after site disturbance. Soil amendment is
necessary within the infiltration basin. The infiltration rate, as measured by the double-ring
infiltrometer test, is 9.3 in/hr. MPCA has a maximum rate of 8.3 in/hr. IT will be required to
amend the soil by mixing topsoil with the subgrade material to slow the infiltration rate to
below 8.3 in/hr. Also, if any material is inadvertently compacted within the infiltration basin it
will need to be decompacted. The basin is shown to be marked in the field with no
construction activity until the remaining site is stabilized. Then special equipment, such as
wide track dozers, shall be used to construct the basin with minimal compaction to underlying
soils.
Minimizing parking areas. The project proposes no parking areas.
Increase buffers around streams, steep slopes, and wetlands to protect from flood damage
and/or provide additional water quality treatment. A 40 foot wide buffer area is provided
against the existing wetland. This is more than adequate to remove 50% of more of total
suspended solids when compared to the minimum 3 feet recommended by MPCA. The
additional 37 feet will provide extra treatment to increase water quality.
Thank you for considering this development project. We look forward to your
recommendations and approvals.
Craig Schmidt
6285 Duck Lake, LLC
EDEN PRAIRIE, MINNESOTA
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE
WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
OWNER.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
WARNING:
AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND
Gopher State One Call
SHEET INDEX
PRELIMINARY PLANS FOR:
VICINITY MAP DEVELOPER
Eden Prairie, MN 55346
17516 Rustic Hills Dr.
6285 DUCK LAKE, LLC
TEL: (612) 720-8272
Craig Schmidt
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PRELIMINARY PLANS
PLAT, SITE GRADING, SANITARY & WATER SERVICES
LOCATION
PROPOSED SITE
BENCHMARKS
TOP NUT OF HYDRANT LOCATED ON DUCK LAKE
ROAD APPROXIMATELY 100 FEET NORTH OF
CLAYCROSS WAY, SHOWN HEREON.
ELEVATION = 909.39 (NAVD88)
Cover sheet
Existing conditions
Demolition plan
Preliminary plat
Grading plan
SWPPP plan
SWPPP notes
Utility plan
Storm Sewer Profiles
Civil Details
Tree Preservation
Tree Preservation
Landscape plan
Landscape details
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
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6285 DUCK LAKE ROAD
EDEN PRAIRIE, MN
6285 DUCK LAKE, LLC
17516 RUSTIC HILLS DRIVE
EDEN PRAIRIE, MN 55346
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Todd W. McLouth - PE
20383
Project Lead
Drawn By
Checked By
Loucks Project No.21680
TWM
HW
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04/11/23
08/22/22 CITY SUBMITTAL
09/15/22 SOIL BORINGS
01/17/23 WATERSHED COMMENTS
02/16/23 WATERSHED COMMENTS
03/17/23 WATERSHED COMMENTS
04/11/23 CITY SUBMITTAL
05/05/23 CITY COMMENTS
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CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
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6285 DUCK LAKE ROAD
EDEN PRAIRIE, MN
6285 DUCK LAKE, LLC
17516 RUSTIC HILLS DRIVE
EDEN PRAIRIE, MN 55346
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Todd W. McLouth - PE
20383
Project Lead
Drawn By
Checked By
Loucks Project No.21680
TWM
HW
HW
04/11/23
08/22/22 CITY SUBMITTAL
09/15/22 SOIL BORINGS
01/17/23 WATERSHED COMMENTS
02/16/23 WATERSHED COMMENTS
03/17/23 WATERSHED COMMENTS
04/11/23 CITY SUBMITTAL
05/05/23 CITY COMMENTS
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TOP OF CURB
SET 1/2 INCH X 14 INCH IRON
MONUMENT, MARKED "LS 48988"
FOUND 1/2 INCH OPEN IRON
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BY KJOLHAUG ENV. SERVICES
ON 10/29/2021
MAPPED STORM SEWER
MAPPED UNDERGROUND CABLE TV
POWER POLE
SHOWN OTHERWISE
MAPPED UNDERGROUND GAS
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BUILDING (TYP.)
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LIGHT (TYP.)
ABANDON EX. WELL
SAVE
TREE
EX. HOUSE & DRIVEWAY
TO BE RAZED
REMOVE EXISTING CONC. SIDEWALK
REMOVE EXISTING CONC. C&G
REMOVE EXISTING BITUMINOUS
REMOVE PORTION
OF EXISTING CURB
& BITUMINOUS
REMOVE PORTION
OF EXISTING CURB,
BITUMINOUS, &
EX. CATCH BASIN
KNOTWEED AREA -
EXCAVATE TO 890
AND HAUL OFFSITE
N
SCALE IN FEET
0 30 60
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Pl
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2
D
E
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I
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N
P
L
A
N
OUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
KIWATCHI
ADDITION
6285 DUCK LAKE ROAD
EDEN PRAIRIE, MN
6285 DUCK LAKE, LLC
17516 RUSTIC HILLS DRIVE
EDEN PRAIRIE, MN 55346
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Todd W. McLouth - PE
20383
Project Lead
Drawn By
Checked By
Loucks Project No.21680
TWM
HW
HW
04/11/23
08/22/22 CITY SUBMITTAL
09/15/22 SOIL BORINGS
01/17/23 WATERSHED COMMENTS
02/16/23 WATERSHED COMMENTS
03/17/23 WATERSHED COMMENTS
04/11/23 CITY SUBMITTAL
05/05/23 CITY COMMENTS
C0-1 COVER SHEET
C3-1
C8-1
GRADING PLAN
CIVIL DETAILS
C1-1 EXISTING CONDITIONS
C4-1 UTILITY PLAN
L1-2
1 of 1 PRELIMINARY PLAT
L2-1
L3-1 LANDSCAPE DETAILS
LANDSCAPE PLANS
TREE INVENTORY
C3-2 SWPPP PLAN
C3-3 SWPPP NOTES
C1-2 DEMOLITION PLAN
PREL
I
M
I
N
A
R
Y
L1-1 TREE PRESERVATION
C4-2 STORM SEWER PROFILES
DEMOLITION
PLAN
C1-2
1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS
NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES.
2.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED
FOR REMOVAL.
3. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN
CONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON-SITE. REFER TO
GRADING PLAN AND SWPPP FOR SEDIMENT AND EROSION CONTROL
REQUIREMENTS.
4.CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO
GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL
CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE
CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY
ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION
PLAN (SWPPP).
5.CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS
UNLESS OTHERWISE NOTED.
SITE DEMOLITION NOTES
REMOVE EXISTING CURB & GUTTER,
RETAINING WALLS, FENCE, ETC.
REMOVE EXISTING MANHOLES, POWER
POLES, LIGHT POLES, BOLLARDS, PARKING
METERS, SIGNS, ETC.
REMOVE EXISTING CONCRETE PAVING,
SIDEWALKS, ETC.
REMOVE EXISTING TREES
REMOVE EXISTING UTILITIES
REMOVE EXISTING BITUMINOUS PAVING
DEMOLITION LEGEND:
REMOVE EXISTING BUILDING
REMOVE EXISTING GRAVEL PAVEMENT
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
TOLL FREE: 1-800-252-1166TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
SPOT ELEVATION
SIGN
CATCH BASIN
CONTOUR
SURMOUNTABLE CONCRETE CURB
STORM SEWER
SANITARY SEWER
UNDERGROUND FIBER OPTIC
WIRE FENCE
WATERMAIN
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
ELECTRIC METER
GAS METER
UNDERGROUND TELEPHONE
UNDERGROUND GAS
SANITARY SEWER SERVICE
WATER SERVICE
MAILBOX
LOCUST
OAK
PINE
SPRUCE
COTTONWOOD
MAPLE
WALNUT
CONIFEROUS TREE
DECIDUOUS TREE
OVERHEAD UTILITY
MISC FRUIT
ELEV @ THRESHOLD
RECORD DOCUMENT
FLARED END SECTION
TOP OF CURB
SET 1/2 INCH X 14 INCH IRON
MONUMENT, MARKED "LS 48988"
FOUND 1/2 INCH OPEN IRON
FOUND CAST IRON MONUMENT
WETLAND FLAG
AIR CONDITIONING UNIT
TOP NUT HYDRANT
FUEL TANK/PUMP
ASH
EXISTING BUILDING
RETAINING WALL
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
MONUMENT UNLESS
FIRE CONNECTION
WETLAND AS DELINEATED
BY KJOLHAUG ENV. SERVICES
ON 10/29/2021
MAPPED STORM SEWER
MAPPED UNDERGROUND CABLE TV
POWER POLE
SHOWN OTHERWISE
MAPPED UNDERGROUND GAS
SURVEY LEGEND
GRADING LIMITS
S
A
V
E
T
R
E
E
S
SAVE TREE
LIM
I
T
S
SA
V
E
T
R
E
E
S
5' WIDE CONC. SIDEWALK
906 904
906
904
904
8
9
8
89
8
90
8
90
6
906
904
90
9
.
0
-
G
FB
W
O
90
2
.
0
BS
M
T
9
0
2
.
0
90
8
.
5
-
G
FB
W
O
90
1
.
5
BS
M
T
9
0
1
.
5
900.0
FBWO
908.0 - FF
BSMT 900.0
899.0
901.0
907.8
906.6
TC
898.6
TC
901.8
TC
905.5
TC
906.8
TC
907.5
TC
906.9
TC
906.6
TC
905.7
TC
905.8
TC
907.7
TC
909.4
TC
906.2
TC
906.7
905.0
906.1
903.0
RIM
905.3
91
0
.
0
-
F
F
90
9
.
5
-
F
F
904.8 - G
INFIL. POND (05-21-I)
NWL=DRY
100 YR HWL=897.91
BTM=895.75
90
9
.
0
-
G
FB
W
O
90
1
.
0
BS
M
T
9
0
1
.
0
90
5
.
0
899.0
901.0
TC
902.1
TC
903.0
897.50
899.0
899.0
895.75
907.0
EX.
8.
0
%
6.0%
8.3%
6.7%
90
6
9
0
0
90
0
906
9
0
2
902
89
6
896
902
90
8
89
7
896
908
9
0
8
90
9
.
0
-
G
FB
W
O
90
2
.
0
BS
M
T
9
0
2
.
0
90
8
.
5
-
G
FB
W
O
90
1
.
5
BS
M
T
9
0
1
.
5
900.0
FBWO
908.0 - FF
BSMT 900.0
899.0
901.0
907.8
906.6
TC
898.6
TC
901.8
TC
905.5
TC
906.8
TC
907.5
TC
906.9
TC
906.6
TC
905.7
TC
905.8
TC
907.7
TC
909.4
TC
906.2
TC
906.7
905.0
906.1
903.0
RIM
905.3
91
0
.
0
-
F
F
90
9
.
5
-
F
F
904.8 - G
INFIL. POND (05-21-I)
NWL=DRY
100 YR HWL=897.91
BTM=895.75
90
9
.
0
-
G
FB
W
O
90
1
.
0
BS
M
T
9
0
1
.
0
90
5
.
0
899.0
901.0
902.5
TC
902.1
TC
903.0
897.50
899.0
899.0
903.0
907.0
EX.
8.
0
%
6.0%
8.3%
6.7%
897
897
89
5
.
7
5
90
0
90
0
90
0
90
0
90
0
90
2
9
0
2
902
90
2
89
8
898
90
0
898
89
6
89
7
89
8
89
8
899.0
899.0
89
5
.
7
5
8
8 8 8 8 8 8
8
8
8
8
8
8
8
8
8
MANAGE 2 (MODERATE) WETLAND
HWL=896.21
SAVE TREES
GR
A
D
I
N
G
L
I
M
I
T
S
*
*
SEE DETAIL
EX. PP
TO REMAIN
EX. PP
TO REMAIN
8'
PED. RAMP
MATCH W/ NEW WALK
(POWER POLE TO REMAIN)
A
A
POND CROSS
SECTION
SEE DETAIL
PROTECT INFILTRATION
AREA - SEE SWPPP
STAGING
AREA
TOPSOIL
STOCKPILE
STAGING
AREA
TOPSOIL
STOCKPILE
IN BUFFER AREA:
REMOVE, SALVAGE & RESPREAD
EXISTING NATIVE TOPSOIL
GR
A
D
I
N
G
05-21-B
SAVE TREES SAVE TREES
*
STAGING AREA
EQUIPMENT
PARKING
KNOTWEED AREA -
EXCAVATE TO 890
AND HAUL OFFSITE
PER MN DNR
RECOMMENDATIONS
*
BUFFER LIMITS
36.9
40.2
41.8
TP1
TP3
TP4
TP6
TP7
TP8
TP12
TP11
TP10
TP9
20'
BMP
ACCESS
LANE
20'SEE NOTE 23
GRADING TO BE
VERIFIED BY AET
890
895
900
905
890
895
900
905
-0+25
89
9
.
8
6
89
9
.
9
0+00
89
5
.
7
5
89
5
.
8
89
5
.
7
5
89
5
.
8
1+00 1+75
EXISTING GROUND PROFILE
PROPOSED POND PROFILE
N
SCALE IN FEET
0 20 40
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Pl
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G
R
A
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G
P
L
A
N
OUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
KIWATCHI
ADDITION
6285 DUCK LAKE ROAD
EDEN PRAIRIE, MN
6285 DUCK LAKE, LLC
17516 RUSTIC HILLS DRIVE
EDEN PRAIRIE, MN 55346
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Todd W. McLouth - PE
20383
Project Lead
Drawn By
Checked By
Loucks Project No.21680
TWM
HW
HW
04/11/23
08/22/22 CITY SUBMITTAL
09/15/22 SOIL BORINGS
01/17/23 WATERSHED COMMENTS
02/16/23 WATERSHED COMMENTS
03/17/23 WATERSHED COMMENTS
04/11/23 CITY SUBMITTAL
05/05/23 CITY COMMENTS
C0-1 COVER SHEET
C3-1
C8-1
GRADING PLAN
CIVIL DETAILS
C1-1 EXISTING CONDITIONS
C4-1 UTILITY PLAN
L1-2
1 of 1 PRELIMINARY PLAT
L2-1
L3-1 LANDSCAPE DETAILS
LANDSCAPE PLANS
TREE INVENTORY
C3-2 SWPPP PLAN
C3-3 SWPPP NOTES
C1-2 DEMOLITION PLAN
PREL
I
M
I
N
A
R
Y
L1-1 TREE PRESERVATION
C4-2 STORM SEWER PROFILES
DEEP SOIL CORRECTION REQUIRED
GRADING
PLAN
C3-1
SEE GEOTECHNICAL REPORT
73
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
TOLL FREE: 1-800-252-1166TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
SEE STORMWATER POLLUTION PREVENTION PLAN
FOR SOIL STABILIZATION INFORMATION.
EROSION AND SEDIMENTATION CONTROL MEASURES
SHALL BE ESTABLISHED AROUND THE ENTIRE SITE
PERIMETER AND IN ACCORDANCE WITH NPDES
PERMIT REQUIREMENTS, BEST MANAGEMENT
PRACTICES, CITY REQUIREMENTS AND THE DETAILS
SHOWN ON THE CIVIL DETAILS SHEETS OF THESE
PLANS.
ALL CURB SPOT ELEVATIONS ARE TO GUTTER LINE,
TOP OF BITUMINOUS OR GROUND ELEVATIONS
UNLESS NOTED OTHERWISE.
1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING,
OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
2.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS
IN GUTTERS SHALL BE SUMPED 0.10 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT
SUMPED ELEVATIONS.
3.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 6 INCHES OF TOP SOIL AND
SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL
VEGETATION IS ESTABLISHED. VERIFY WITH LANDSCAPE PLAN. TOP SOIL SHALL CONSIST OF CLAY,
SILT AND SAND IN PROPORTION CONDUCIVE TO THE PROMOTION OF ROOT PENETRATION AND
PLANT GROWTH AND MUST HAVE A MINIMUM OF 5% ORGANIC MATERIALS.
4.REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO. P-0008230),
DATED 01/25/22 - REVISED 10/05/22 AS PREPARED BY AMERICAN ENGINEERING TESTING. FOR AN
EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS
5.LOT 1 HOUSE CONSTRUCTION MAY REQUIRE DEEP SOIL CORRECTION. REFER TO AET
GEOTECHNICAL REPORT DATED 10/05/22 FOR ALTERNATIVES FOR DEEP FOUNDATION SUPPORT
SYSTEMS. ADDITIONAL BORING MAY BE REQUIRED.
6.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND
BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS, OR AS DIRECTED BY CITY. A REGULAR
SWEEPING SCHEDULE MUST BE ESTABLISHED.
7.DUST MUST BE ADEQUATELY CONTROLLED.
8.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS.
9.SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION.
10.A STREET SWEEPER MUST BE AVAILABLE WITHIN 3 HOURS UPON NOTICE FROM THE CITY THAT THE
STREETS NEED TO BE SWEPT.
11.THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND
APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES
PERMIT FROM THE MPCA.
12.INSTALL EROSION CONTROL SILT FENCE AND TREE PROTECTION MEASURES WITH SILT/TREE FENCE
BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS
AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS.
MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN
TURF HAS BEEN ESTABLISHED.
13.THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF THE MPCA NPDES PERMIT. THE AREA
TO BE DISTURBED SHALL BE MINIMIZED AND TURF SHALL BE ESTABLISHED WITHIN THE TIME
REQUIRED.
14.GRADES SHOWN ARE FINISHED GRADES.
15.FINAL GRADING TOLERANCES ARE +/-0.1 FEET TO FINISH GRADES.
16.UNDER PAVEMENTS COMPACT THE UPPER 3 FEET OF SUBGRADE TO 100% STANDARD PROCTOR
DENSITY AT OPTIMUM MOISTURE CONTENT AND 95% STANDARD PROCTOR DENSITY BLOW THE
UPPER 3 FEET OF SUBGRADE. OUTSIDE PAVEMENT AREAS COMPACT EMBANKMENTS TO 95%
STANDARD PROCTOR DENSITY.
17. WORKING HOURS ARE 7:00 AM - 7:00 PM, MONDAY - FRIDAY. A CITY APPROVAL IS REQUIRED FOR
SATURDAY WORK.
18.THE CONTRACTOR MUST HAVE A CITY LICENSE.
19.A CITY RIGHT-OF-WAY PERMIT IS REQUIRED PRIOR TO WORKING WITHIN CITY ROW.
20.STAGING AREAS TO INCLUDE TOPSOIL STOCKPILES & EQUIPMENT PARKING AREAS
21.ALL AREAS WITHIN THE WETLAND BUFFER AREA (OLA) THAT ARE DISTURBED MUST BE RESTORED
WITH NATIVE VEGETATION.
22.JAPANESE KNOTWEED SHALL BE ERADICATED. THE AREA SHALL BE EXCAVATED AND THE MATERIAL
HAULED OFFSITE TO BE DISPOSED OF PROPERTY.
23.TP7. THIS AREA CONTAINS HAZARDOUS MATERIAL WITH SLIGHTLY HIGHER THAN ALLOWED
PAH'S. SEE PHASE II ENVIRONMENTAL REPORT FROM AET, 11/29/22. ALL SOIL DISTURBED WITHIN
20' OF TP7 SHALL BE REMOVED AND DISPOSED OF PER JURISDICTIONAL AUTHORITIES.
GRADING & DRAINAGE NOTES
GRADING, DRAINAGE & EROSION
CONTROL SPECIFICATIONS
WETLAND BUFFER SIGN
VERIFY LOW FLOOR ELEVATION*WITH NEW SANITARY SEWER
SERVICE ELEVATION
POND CROSS SECTION A-A
SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS
UPON COMPLETION OF CONSTRUCTION WILL BE DECOMPACTED TO ACHIEVE:
i. A SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR
200 POUNDS PER SQUARE INCH IN THE UPPER 12 INCHES OF SOIL OR
ii. A BULK DENSITY OF LESS THAN 1.4 GRAMS PER CUBIC CENTIMETER OR 87
POUNDS PER CUBIC FOOT IN THE UPPER 12 INCHES OF SOIL.
UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION SHALL BE PROTECTED
UNTIL FINAL REVEGETATION OR OTHER STABILIZATION OF THE SITE.
24.
CITY GRADING NOTE:
THE PROJECT SHALL BE CONSTRUCTED SO AS TO MINIMIZE THE POTENTIAL TRASNFER
OF AQUATIC INVASIVE SPECIES (E.G. ZEBRA MUSSELS, EURASIAN WATERFOIL, ETC.) TO
THE MAXIMUM EXTENT POSSIBLE.
PHASE 2 ENVIRONMENTAL
REPORT TEST PIT LOCATIONS
TP-1
GRADING LIMITS
(SEE SHEET C3-2 FOR SILT FENCE)
CB1
RIM= 905.57
INV=900.35 (12") NE
INV=900.63 (12") W
STMH 2 (48'')
RIM= 905.58
INV= 900.00 (12") SW
INV=900.00 (12") E
FES 3
RIM= 896.05
INV= 896.00 (12") W
8
39 L
F
1
2
"
P
V
C
@ 0.
9
0
%
124 LF 12" PVC
@ 3.22%8 8 8 8 8 8
30 LF 12" PVC
@ 1.33%
FES 6
RIM= 896.78
INV=896.50 (12") E
FES 7
RIM= ???
INV= 896.34 (12") W
839 LF 12" PVC
@ 0.41%
CB 4
RIM= 899.20
INV=896.70 (12") N
FES 5
RIM= 896.00
INV= 896.00 (12") S
8
8
8
8
8
8
8
8
16
3
L
F
1
2
"
P
V
C
@
0
.
4
3
%
SINGLE HERITAGE TREE
LOCATED ON PARCEL
IS AN INVASIVE SPECIES,
IN POOR CONDITION,
AND DIRECTLY UNDER
EXISTING POWER LINES.
X X X
X X
XX
X
X
X
X
XX
X
XX X
X
X
X
X
X
XX
X
X X
X
P
P
P
P P
P P
P
P
P
P P
P
N
SCALE IN FEET
0 20 40
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
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OUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
KIWATCHI
ADDITION
6285 DUCK LAKE ROAD
EDEN PRAIRIE, MN
6285 DUCK LAKE, LLC
17516 RUSTIC HILLS DRIVE
EDEN PRAIRIE, MN 55346
08/22/22 CITY SUBMITTAL
09/15/22 SOIL BORINGS
01/17/23 WATERSHED COMMENTS
02/16/23 WATERSHED COMMENTS
03/17/23 WATERSHED COMMENTS
04/11/23 CITY SUBMITTAL
05/05/23 CITY COMMENTS
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Landscape Architect under the laws
of the State of Minnesota.
Gregory A. Johnson - LA
Project Lead
Drawn By
Checked By
Loucks Project No.
24610
21680
TWM
GAJ
GAJ
05/05/20
05/05/23
C0-1 COVER SHEET
C3-1
C8-1
GRADING PLAN
CIVIL DETAILS
C1-1 EXISTING CONDITIONS
C4-1 UTILITY PLAN
L1-2
1 of 1 PRELIMINARY PLAT
L2-1
L3-1 LANDSCAPE DETAILS
LANDSCAPE PLANS
TREE INVENTORY
C3-2 SWPPP PLAN
C3-3 SWPPP NOTES
C1-2 DEMOLITION PLAN
PREL
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L1-1 TREE PRESERVATION
C4-2 STORM SEWER PROFILES
TREE PRESERVATION CALCULATIONS
TOTAL CALIPER INCHES: 971.0 CAL .IN.
(HERITAGE TREE ON SITE: 45.0 CAL. IN.*)
SIGNIFICANT INCHES IN POOR HEALTH: 202.0 CAL. IN.
TOTAL SIGNIFICANT INCHES ON SITE: 769.0 CAL. IN.
TOTAL POOR HEALTH SIGNIFICANT INCHES REMOVED: 141.5 CAL. IN.
TOTAL HEALTHY SIGNIFICANT INCHES REMOVED ON SITE: 409.5 CAL. IN.
CITY'S REPLACEMENT CONSTANT: 0.5
((409.5.0 / 769.0) x 0.5) x 409.5 = 109.0 CAL. IN.
TOTAL CALIPER INCHES NEEDED TO BE REPLACED ON SITE: 109.0 CAL. IN.
NOTES:
* TREE NO. #6046 IS THE ONLY HERITAGE TREE ON SITE. IT IS A BLACK LOCUST WHICH HAS
BEEN DETERMINED A NOXIOUS WEED/INVASIVE SPECIES PER THE MINNESOTA DEPARTMENT
OF AGRICULTURE (MDA), IT IS IN POOR CONDITION, LOCATED UNDER EXISTING POWER
LINES, AND IS NOT INCLUDED WITHIN ANY REPLACEMENT CALCULATIONS.
REFER TO SHEET L1-2 FOR TREE INVENTORY LIST AND TREE PRESERVATION DETAIL.
REFER TO SHEET L2-1 FOR LANDSCAPE PLAN, LANDSCAPE DATA, AND GENERAL NOTES.
REFER TO SHEET L3-1 FOR LANDSCAPE NOTES, IRRIGATION NOTES, AND LANDSCAPE
DETAILS.
TOLL FREE: 1-800-252-1166TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
TREE
PRESERVATION
PLAN
L1-1
PROPERTY BOUNDARY
PROPERTY BOUNDARY
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LEGEND
EXISTING SIGNIFICANT TREE TO REMAIN
EXISTING SIGNIFICANT TREE TO BE PROTECTED - SEE DETAIL 1/L1-2
EXISTING SIGNIFICANT TREE TO BE REMOVED
GRADING LIMITS - PROTECT TREES TO BE SAVED WITH SILT FENCING
AS SHOWN ON SHEET C3-2
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895.75444
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CB1
RIM= 905.57
INV=900.35 (12") NE
INV=900.63 (12") W
STMH 2 (48'')
RIM= 905.58
INV= 900.00 (12") SW
INV=900.00 (12") E
FES 3
RIM= 896.05
INV= 896.00 (12") W
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124 LF 12" PVC
@ 3.22%8 8 8 8 8 8
30 LF 12" PVC
@ 1.33%
FES 6
RIM= 896.78
INV=896.50 (12") E
FES 7
RIM= ???
INV= 896.34 (12") W
839 LF 12" PVC
@ 0.41%
CB 4
RIM= 899.20
INV=896.70 (12") N
FES 5
RIM= 896.00
INV= 896.00 (12") S
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DECIDUOUS TREES CODE QTY COMMON NAME BOTANICAL NAME CONT SIZE
PE 6 PRINCETON ELM Ulmus americana `Princeton`B & B 2.5"Cal
RB 6 RIVER BIRCH
CLUMP Betula nigra B & B 12` HGT
SGM 6 SIENNA GLEN MAPLE Acer freemanii `Sienna Glen`B & B 2.5"Cal
SWO 3 SWAMP WHITE OAK Quercus bicolor B & B 2.5"Cal
EVERGREEN TREES CODE QTY COMMON NAME BOTANICAL NAME CONT SIZE
BS 5 BLACK HILLS SPRUCE
FULL FORM Picea glauca `Densata`B & B 6` HGT
ERC 6 EASTERN RED CEDAR
FULL FORM Juniperus virginiana B & B 6` HGT
NOP 5 NORWAY PINE
FULL FORM Pinus resinosa B & B 6` HGT
GROUND COVERS CODE COMMON NAME BOTANICAL NAME
SEED 1 TURF SEED
SOD/SEED CODE COMMON NAME BOTANICAL NAME
SEED 2
NATIVE SEED
MN/DOT SEED MIX 33-261
-
SEED PER MN/DOT
SPECIFICATIONS
PLANT SCHEDULE
N
SCALE IN FEET
0 20 40
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
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OUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
KIWATCHI
ADDITION
6285 DUCK LAKE ROAD
EDEN PRAIRIE, MN
6285 DUCK LAKE, LLC
17516 RUSTIC HILLS DRIVE
EDEN PRAIRIE, MN 55346
08/22/22 CITY SUBMITTAL
09/15/22 SOIL BORINGS
01/17/23 WATERSHED COMMENTS
02/16/23 WATERSHED COMMENTS
03/17/23 WATERSHED COMMENTS
04/11/23 CITY SUBMITTAL
05/05/23 CITY COMMENTS
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Landscape Architect under the laws
of the State of Minnesota.
Gregory A. Johnson - LA
Project Lead
Drawn By
Checked By
Loucks Project No.
24610
21680
TWM
GAJ
GAJ
05/05/20
05/05/23
C0-1 COVER SHEET
C3-1
C8-1
GRADING PLAN
CIVIL DETAILS
C1-1 EXISTING CONDITIONS
C4-1 UTILITY PLAN
L1-2
1 of 1 PRELIMINARY PLAT
L2-1
L3-1 LANDSCAPE DETAILS
LANDSCAPE PLANS
TREE INVENTORY
C3-2 SWPPP PLAN
C3-3 SWPPP NOTES
C1-2 DEMOLITION PLAN
PREL
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L1-1 TREE PRESERVATION
C4-2 STORM SEWER PROFILES
GENERAL NOTES:
CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR
WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK.
VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT
ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND / OR INTENT OF THE PROJECT'S LAYOUT.
ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS
SUPPLIED.
CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS / GUTTERS, TRAILS, TREES, LAWNS AND SITE
ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE
OWNER.
CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE
UTILITIES. CONTRACTOR TO PROVIDE THE NECESSARY PROTECTION FOR THE UTILITIES BEFORE CONSTRUCTION /
MATERIAL INSTALLATION BEGINS. CONTRACTOR TO NOTIFY GENERAL CONTRACTOR OF ANY CONCERNS PRIOR
TO INSTALLATION OF PLANTINGS.
EXISTING CONTOURS, TRAILS, VEGETATION, CURB / GUTTER AND OTHER EXISTING ELEMENTS BASED UPON
INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL
DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME.
TOLL FREE: 1-800-252-1166TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
LANDSCAPE CALCULATIONS:
NO SPECIFIC LANDSCAPE REQUIREMENTS FOR R1 - 13.5 SINGLE FAMILY. EXCEPT AS MENTIONED BELOW AND
THE REQUIREMENT TO REPLACE TREES BASED ON EXISTING TREE REMOVALS DUE TO SITE GRADING AND
CONSTRUCTION DISTURBANCE AREAS.
- ALL EXPOSED GROUND AREA SURROUNDING THE PRINCIPAL BUILDING AND ACCESSORY BUILDING
WHICH ARE NOT DEVOTED TO DRIVEWAYS, SIDEWALKS, OR PATIOS, SHALL BE LANDSCAPED WITH GRASS,
SHRUBS, TREES, OR OTHER ORNAMENTAL LANDSCAPE MATERIAL.
TOTAL CALIPER INCHES REQUIRED: 109.0 CAL. IN.
TOTAL CALIPER INCHES PROPOSED: 92.5 CAL. IN.
DECIDUOUS TREES - 2.5" CAL 15 (37.5 CAL. IN.)
DECIDUOUS TREES - CLUMP FORM (2.5" CAL) 6 (15.0 CAL. IN.)
CONIFEROUS TREES - 6 FOOT HIGH (2.5" CAL) 16 (40.0 CAL. IN.)
TOTAL CALIPER INCHES (NOT ON SITE)TO BE MITIGATED 16.5 CAL. IN.
REFER TO SHEET L1-1 FOR TREE REPLACEMENT CALCULATIONS AND TREE PRESERVATION PLAN.
REFER TO SHEET L1-2 FOR TREE INVENTORY LIST AND TREE PRESERVATION DETAIL.
REFER TO SHEET L3-1 FOR LANDSCAPE DETAILS, LANDSCAPE NOTES, AND IRRIGATION NOTES.
LANDSCAPE
PLAN
L2-1
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PR
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CITY NOTES:
THE PROJECT SHALL BE CONSTRUCTED SO AS TO MINIMIZE THE POTENTIAL TRASNFER OF AQUATIC INVASIVE
SPECIES (E.G. ZEBRA MUSSELS, EURASIAN WATERFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE.
ALL DISTURBED AREAS WITHIN THE WETLAND BUFFER SHALL BE ESTABLISHED WITH NATIVE SEED MIX AS SHOWN
IN THE PLANT SCHEDULE
TREES TO BE PLANTED AFTER
HOUSE CONSTRUCTION IS
COMPLETED
TREES TO BE PLANTED AFTER
HOUSE CONSTRUCTION IS
COMPLETED
TREES TO BE PLANTED
AFTER HOUSE
CONSTRUCTION IS
COMPLETED
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CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
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OUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
KIWATCHI
ADDITION
6285 DUCK LAKE ROAD
EDEN PRAIRIE, MN
CRAIG SCHMIDT
17516 RUSTIC HILLS DRIVE
EDEN PRAIRIE, MN 55346
PRELIMINARY
PLAT
1 OF 1
That part of the Northeast Quarter of the Northwest Quarter of Section 5, Township 116,
Range 22, described as beginning at a point on the West line of said Northeast Quarter
of the Northwest Quarter of 463.3 feet South of the Northwest corner thereof; thence
South along said West line to a point 789.2 feet North of the Southwest corner of said
Northeast Quarter of the Northwest Quarter; thence East parallel with the South line of
said Northeast Quarter of the Northwest Quarter, a distance of 280.55 feet; thence North
321.49 feet along a line which extended would intersect the North line of said Northeast
Quarter of the Northwest Quarter at a point 282.46 feet East of the Northwest corner of
said Northeast Quarter of the Northwest Quarter; thence West to the point of beginning.
Hennepin County, Minnesota
Torrens Property
LEGAL DESCRIPTION
GENERAL NOTES
SURVEYOR:
Loucks
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55330
763-424-5505
1.Proposed Preliminary Plat of KIWATCHI ADDITION.
2.Prepared August 22, 2022.
3.The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting
the fieldwork is 6285 Duck Lake Road, Eden Prairie, MN.
4.The bearings for this survey are based on the Hennepin County Coordinate System NAD 83 (1986 Adjust).
5.Benchmark: MnDOT "TOWN" (Concrete Monument Marker W/Bar Magnet)
In Eden Prairie; 2.15 miles north along TH 101 from junction of TH 101 and TH 5; in boulevard between TH 101,
Townline Road & Sunny Road; 27.0 feet northwest of the back of curb of TH 101; 40.0 feet northeast of the back
of curb of Townline Road; 17.6 feet south of a witness post.
Elevation = 945.90 (NAVD88)
Site Benchmark: Top nut of hydrant located on Duck Lake Road approximately 100 feet north of Claycross Way,
shown hereon.
Elevation = 909.39 (NAVD88)
6.This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per
Flood Insurance Rate Map No. 27053C0338F, Community Panel No. 270159 0338 F, effective date of November
4, 2016.
7.The field work was completed on December 23, 2021.
OWNER/DEVELOPER:
Craig Schmidt
17516 Rustic Hills Drive
Eden Prairie, MN 55346
612-720-8272
Current Zoning: Rural
Proposed Zoning: R1-9.5 Residential District
Any zoning classification, setback requirements, height and floor space area restrictions, and parking requirements,
shown hereon, was researched to the best of our ability and is open to interpretation. Per the City of Eden Prairie
Zoning Map and City Code, on June 1, 2022, information for the subject property is as follows:
Proposed Setbacks:
Front 30 feet
Side 5/15 feet
Rear 20 feet
Height 40 feet
Min. Lot Size 9,500 sq. ft.
Min. Lot Width 70 feet
Min. Lot Width Corner 100 feet
Min. Lot Depth 100 feet
ZONING INFORMATION
Areas:
Right of Way Dedication Area = 11,133 +/- square feet or 0.26 +/- acres
Net Property Area = 80,710 +/- square feet or 1.85 +/- acres
Total Property Area = 91,843 +/- square feet or 2.11 +/- acres
Current Wetland Area = 670 +/- square feet or 0.02 -+ acres
Wetland Impact = 0
SITE DATA
BEING 5 FEET IN WIDTH, UNLESS OTHERWISE
INDICATED AND ADJOINING LOT LINES, AND
BEING 10 FEET IN WIDTH, UNLESS OTHERWISE
INDICATED, AND ADJOINING RIGHT-OF-WAY
LINES, AS SHOWN ON THE PLAT.
DRAINAGE AND UTILITY EASEMENTS ARE
SHOWN THUS: (NOT TO SCALE)
BEARINGS ARE BASED ON THE WEST LINE
OF THE NE 1/4, NW 1/4, SEC. 5, T. 116, R. 22
HAVING A BEARING OF N0°42'37"W.
DENOTES FOUND 1/2 INCH IRON
MONUMENT
DENOTES FOUND HENNEPIN COUNTY
CAST IRON MONUMENT
DENOTES 1/2 INCH X 14 INCH IRON
MONUMENT SET, MARKED "LS 48988"
N
DENOTES DATA PER RECORD
DOCUMENT
LOT CORNERS THAT FALL IN THE MIDDLE
OF TRAVELED RIGHT-OF-WAYS WILL NOT
BE SET; UNSAFE DUE TO TRAFFIC
SCALE IN FEET
0 30 60
[DIST]
08/22/22 CITY SUBMITTAL
01/17/23 WATERSHED COMMENTS
02/16/23 WATERSHED COMMENTS
03/17/23 WATERSHED COMMENTS
04/11/23 CITY SUBMITTAL
05/05/23 CITY SUBMITTAL
License No.
Date
I hereby certify that this survey, plan or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Land Surveyor under the laws of
the State of Minnesota.
VICINITY MAP
Field Crew
Max L. Stanislowski - PLS
48988
Project Lead
Drawn By
Checked By
Loucks Project No.21680
MLS
SFM
MLS
SKS
08/22/22
SITE
20
20
20
20
6216 Baker Road, Eden Prairie, Minnesota
6216 Baker Road, Eden Prairie, Minnesota
HWY 62
BA
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6216 Baker Road, Eden Prairie, Minnesota
The property is currently guided Office in
Aspire 2040. The proposal requires an
amendment of the Comprehensive Plan.
We are requesting to re-guide the property
to Medium High Density Residential,
which allows a density of 14 to 40 units
per acre. When both phases are
completed, the density would be 27.7
units per acre.
The property is currently zoned Office.
We are requesting a rezone to RM-2.5.
Provided the re-guiding is approved by
the Metropolitan Council, the zoning will
be consistent with the Medium High
Density Residential guiding of the
property. Assisted Living facilities are
permitted in the RM-2.5 zoning district.
6216 Baker Road, Eden Prairie, Minnesota
6216 Baker Road, Eden Prairie, Minnesota
6216 Baker Road, Eden Prairie, Minnesota
The existing building material is brick and
glass with a minimal amount of metal. The
building complies with the building material
requirements.
The Phase II building addition blends with
the existing building. The architectural plans
incorporate similar building material as the
existing building, and façade articulation is
utilized to visually reduce the perceived
height of the addition. Similar window
repetition as the existing building, a curved
form at the top of the building bays that
mimic the existing building barrel roof form
are incorporated as well as similar site
features around the entire site to create a
unified project.
6216 Baker Road, Eden Prairie, Minnesota
6216 Baker Road, Eden Prairie, Minnesota
6216 Baker Road, Eden Prairie, Minnesota
6216 Baker Road, Eden Prairie, Minnesota
The Phase I improvements will require the
loss of one canopy tree near the main
entrance to the building. The canopy tree will
be replaced with 3 Black Hills Spruce trees
on the east side of the new sidewalk to the
main entrance to the building. These 3 trees
will be added during Phase I.
The Phase II building addition requires 165
caliper inches of landscaping. The plan
includes 165 caliper inches of landscaping.
In addition to trees, the landscaping includes
many shrubs, ornamentals grasses and
flowering perennials to create a complete
landscape treatment.
The Phase II removes more trees than Phase I
because the area to the west of the existing
building is heavily wooded. Phase II requires
48 caliper inches of tree replacement. The
plan includes 73 caliper inches of tree
replacement and complies with the
requirements.
Grade changes between the industrial
property to the west and this parcel, together
with the wooded nature of the slopes, the
industrial uses are not likely to see much of
the proposed development. However, we are
proposing additional landscape screening
along the south property line where there are
gaps in the existing vegetation and grading.
The plan includes a mix of evergreen trees,
deciduous trees and shrubs. Most of the
existing vegetation along the south and west
property lines will be retained.
6216 Baker Road, Eden Prairie, Minnesota
Proposed expansion
in the Bloomington and
Eden Prairie Communities
Bush Lake Animal Hospital is a two-veterinarian practice
currently located in the Southwest Metro area of Bloomington,
MN. We see a variety of species, including dogs, cats,
reptiles, and pocket pets.
We're proud partners of many community
businesses and remain committed to
providing the best possible care for our
patients and the pets of Bloomington
and Eden Prairie. It's of the utmost
importance that we increase
accessibility to pet care within our
area, and we’re excited about the
opportunity to expand.
The Bush Lake Team
10160 Hennepin Town Road • Eden Prairie, MN 55347
Our community is the center of what we do and why
we do it. Currently, we work with several rescues,
businesses, and schools in our region. Some of our
partnerships include:
• Veterinary care provider to pets at Petco and PetSmart
• The University of Minnesota Vet School– Instructor
for the exotics rotation for fourth-year vets
• Reptiles Instruction– Veterinary Technician school
• Rabbit Rescue of Minnesota
• Snake Discovery
• Underdog Rescue
• K9 Units for veterinary care
Our two veterinarians are
Dr. Gates and Dr. Travis. In
addition, we have a warm,
friendly, and compassionate
team to assist in delivering
care to our patients.
Dr. Gates Dr. Travis
10160 Hennepin Town Road • Eden Prairie, MN 55347
East / West Elevations
10160 Hennepin Town Road • Eden Prairie, MN 55347
East Elevation
West Elevation
Building
Features
• This design has
been reviewed by
the City of Eden
Prairie and meets
all known building
requirements of
the City
• 4,120 SF state-
of-the-art
veterinary clinic
• Ample parking
spaces
• Building designed
to match look
and feel of Eden
Prairie community
North / South Elevations
10160 Hennepin Town Road • Eden Prairie, MN 55347
South Elevation
North Elevation
Building
Features
• Facility will be
daytime veterinary
clinic only
• Building is
designed to work
with neighboring
day care center
and shares parking
access
• The clinic is
designed to be as
minimally intrusive
to the neighborhood
as possible
Site Layout Plan
10160 Hennepin Town Road • Eden Prairie, MN 55347
• Sight lines from
Hennepin Town
Road make access
in and out safe
• Trip generation
report shows this
development will
not add meaningful
traffic to the area
Planting Plan
10160 Hennepin Town Road • Eden Prairie, MN 55347
• Trees and shrubs
to be planted
according to plan
• Improved landscaping
provides park-like
setting
Questions?
10160 Hennepin Town Road • Eden Prairie, MN 55347
Eden Prairie Planning Commission –KiwatchiMay 22, 2023
Agenda
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2 Location Map
3 Aerial Photo
1 Introduction 4 Preliminary Plat5 Site Data
6 Schedule
1. Introduction to Kiwatchi Land Developer
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•First time land developers (Craig & Jessica Schmidt) using expertise of land planner
(Todd McLouth, Loucks) that specializes in the following services:
Planning
Civil engineering
Land surveying
Landscape architecture
Environmental
•6285 Duck Lake, LLC (100% owned by Craig & Jessica Schmidt – current Eden
Prairie Residents)
•Zoned Rural Land with 1 House is being converted into 4 lots (1 of which will be
retained by Craig & Jessica)
•Land was purchased from Chuck Gould via a Contract for Deed executed in January
2021.
2. Location Map
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3. Aerial Photo
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4. Preliminary Plat
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-Outlots B and C being sold to
Neighbors
-Outlot A required by both City and
Watershed District due to neighboring
Wetland. Deeded to City.
-Lot 1 (being sold)
-Lot 2 (being sold)
-Lot 3 (home being demolished and
lot being sold)
-Lot 4 (retained by Craig & Jessica)
5. Site Data
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6. Schedule
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May 2023 Zoning change/preliminary plat approved
June 2023 Final plat approved / Demolish Existing Home and begin Grading
Summer 2023 Site development work is completed
Summer/Fall 2023 Sell Lots / Build Home on Lot 4
End of 2024 Build on remaining Lots
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WALLQuestions?