HomeMy WebLinkAboutItem 05a - Spirit of Brandtjen Farm Commercial 7th AdditionCity of Lakeville
Community Development
Memorandum
To: Planning Commission
Kris Jenson, Planning Manager
August 25, 2025
Packet Material for the September 4, 2025 Planning Commission Meeting
Spirit of Brandtjen Farm Commercial 7th Addition
1. Preliminary and final plat and PUD development stage plans of one
commercial lot to be known as Spirit of Brandtjen Farm Commercial 7th
Addition.
2. Vacation of public drainage and utility easements.
November 11, 2025
MSP Pilot Knob, LLC have submitted applications for a preliminary and final plat to be known as
Spirit of Brandtjen Farm Commercial 7th Addition for one commercial lot and one outlot as well
as the vacation of public drainage and utility easements for the development of a multi-tenant
building, of which Grow Pediatrics will be a tenant. The plat is 2.95 acres in area. The subject
property is currently an outlot within the Spirit of Brandtjen Farm (SBF) commercial area and is
zoned PUD, Planned Unit Development. The SBF PUD was approved in 2005 and the property
is located south of 160th Street (CSAH 46) and east of Pilot Knob Road.
The SBF Commercial 7th Addition preliminary and final plat and site development plans have
been reviewed by Engineering and Environment Resources Division staff as well as the City
Forester.
2
EXHIBITS
A. Location Map
B. Zoning Map
C. SBF Land Use Plan
D. Preliminary Plat
E. Final Plat
F. Site Plan
G. Landscape Plan
H. Exterior materials
I. Easement Vacation
The SBF Commercial 7th Addition property is located in Planning District
3, Northeast Lakeville, and is guided for commercial uses in the 2040 Comprehensive Land Use
Plan. The proposed commercial use is consistent with the commercial designation of the
Comprehensive Land Use Plan.
The SBF Commercial 7th Addition property is zoned PUD, Planned Unit Development
District. The SBF Land Use Plan, attached as Exhibit C, guides the site for mixed use
development based on the uses allowed in the O-R, Office/Residential Transition District and the
C-3, General Commercial District. Development of a multi-tenant building is consistent with the
SBF Land Use Plan.
North – Valvoline Oil Change (PUD District)
South – Hy-Vee (PUD District)
East – Petsmart (PUD District)
West – Undeveloped land (PUD District)
No public street construction or other
public funded infrastructure construction is proposed with the SBF Commercial 7th Addition
final plat. All streets, sanitary sewer, water and storm sewer improvements required for the area
of the SBF Commercial 7th Addition were installed by the developer with the SBF Commercial
development in 2015.
The SBF Commercial 7th Addition final plat proposes one lot and one outlot on one
block. The SBF PUD District does not require minimum area or width for lots being platted. The
subject site is 43,672 square feet in area (1.00 acre) and is 226 feet wide.
There is one outlot in the SBF Commercial 7th Addition plat. Outlot A is intended for
future development and will be retained by the property owner.
3
Access. The site is proposed to be accessed by a private drive that extends across Outlot A, SBF
Commercial 1st Addition, extending east to Elmhurst Drive. No new public street construction is
proposed with this plat. Existing sidewalks will be extended along the west and south property
lines to provide additional pedestrian access through the site.
Grading, drainage and erosion control
plans have been submitted with the SBF Commercial 7th Addition preliminary plat. Jon Nelson,
Assistant City Engineer and Maria Friedges, Environmental Resources Specialist have reviewed
the site, grading, drainage and erosion control, and utility plans. A copy of the engineering report
dated August 25, 2025 is attached for your review. The Engineering Division recommends
approval of the preliminary and final plat subject to the recommendations outlined in the report.
There are no significant trees located on the subject property.
There are no wetlands located on the subject property.
Lot 1, Block 1 as shown on the preliminary and final plat is subject to park
dedication requirements at the time of final plat approval. The park dedication requirements will
be met as a cash fee in lieu of land at $5,400 per acre for commercial uses in accordance with the
SBF Master PUD Agreement. Lot 1, Block 1 is one acre in area for a park dedication fee of
$5,400.
SITE P LAN
Use. A 9,205 square foot, single level building is proposed to be constructed. Grow Pediatrics
clinic is shown to be occupying 5,000 square feet on the east side of the building. The remainder
of the building is designed to accommodate one or two users. Medical offices are consistent with
the SBF Land Use Plan.
The SBF PUD uses the C-3, General Commercial District as the base zoning for the the
SBF Commercial Area, which allows 10-foot setbacks to side or rear property lines not adjacent
to public right of way. The proposed building is setback 10 feet from the north property line and
15 feet from the east property line, in compliance with the setback requirements.
The proposed 9,205 square foot building requires 41 parking spaces, taking into account the
allowable 10% gross floor area credit and the requirement for one parking space per 200 square feet of
floor area. The site plan proposes 51 parking spaces along the south and west sides of the site,
including three handicap accessible spaces divided among the two front entrances. The proposed
parking spaces and drive aisle dimensions and configurations comply with the requirements of the
Zoning Ordinance. Parking aisles will be 24 feet in width and parking stall dimensions will be nine feet
in width and 18 feet in length, which is permitted when the space accommodates two feet for a vehicle
overhang. Snow storage may not occur within required parking spaces.
Access to the site will be from the private drive along the west side of
the site. A second driveway access that will be signed for trash hauler access only, is located at the
4
northwest corner of the site. No direct driveway access to primary east-west private drive is
proposed.
The landscape plan proposes overstory trees along the west and south sides of the
site, foundation plantings on three sides of the building, and plantings at the drive entrance.
Remaining areas will be sodded and in-ground irrigation installed. The Developer must provide a
security of $22,609.50 to be paid at the time of final plat to guarantee installation of the
landscaping. The City Forester has reviewed and approved the landscape plan dated June 25,
2025. Landscaping on site must be installed per the approved plan. Prior to a landscape
inspection, an as-built landscape plan must be submitted to the city.
The primary building height is 19 feet, with parapets of varying heights, up to
22 feet, which complies with Zoning Ordinance requirements.
The primary exterior building materials are black and white brick and fiber
cement panels. Brick, glazing and cast stone make up 66% of the building’s exterior materials.
The remainder of the building is Grade C fiber cement and metal trim (34%), and all materials
proposed comply with Zoning Ordinance requirements. The contracting materials colors are
used to create a block effect that breaks up the façade of the building.
Trash for the site will be stored inside the building, at the northwest corner of
the building.
Wall signs are proposed at each entrance point, which is permitted by ordinance. A sign
permit is required to be issued prior to the installation of any signs on site.
Three parking lot lights are proposed for the site, each with a maximum
height of 30 feet. The remainder of the site lighting is mounted on the building. The photometric
plan indicates that the proposed light levels complies with Zoning Ordinance requirements. All
lighting fixtures shall contain a cutoff which directs the light at an angle of 90 degrees or less. All
building mounted lighting must face downward onto the structure.
. Roof screening is indicated on the building elevations plans. Ground-
mounted mechanical equipment must be screened with landscaping and/or fencing.
Snow storage may not take place in required parking spaces.
The platted drainage and utility easements within the parent parcel are proposed to be vacated.
Lot 1, Block 1 includes perimeter drainage and utility easements, while the necessary easements
for Outlot A will be temporary until such time that the property is platted in lots and blocks.
5
RECOMMENDATION
Community Development Department staff recommends approval of the Spirit of Brandtjen
Farm Commercial 7th Addition preliminary and final plat, PUD Development Stage Plan and
easement vacation, subject to the following stipulations:
1. Implementation of the recommendations listed in the August 25, 2025 engineering report.
2. The site shall be developed according to the plans approved by the City Council.
3. All rooftop and/or ground-mounted mechanical equipment must be screened per Zoning
Ordinance requirements.
4. The City Forester has reviewed and approved the landscape plan dated June 25, 2025.
Landscaping on site must be installed per the approved plan. Prior to a landscape inspection,
an as-built landscape plan must be submitted to the city.
5. A $22,609.50 financial security shall be submitted to guarantee installation of the approved
landscaping.
6. Park dedication of $5,400 as a cash in lieu fee, in accordance with the SBF Master PUD
Agreement, must be paid at the time of final plat approval.
7. Exterior lighting shall have a 90-degree horizontal cutoff and shall be limited to a height of 35
feet or less in compliance with Section 11-16-17 of the Zoning Ordinance.
8. Snow storage shall not occur within required parking spaces.
Dakota County, Maxar, Microsoft
162ND ST±City of Lakeville
Spirit of Brandtjen Farm
Commercial 7th Add.
Site Location Map
PI
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160TH ST (CSAH 46)
CITY OF APPLE VALLEY
Hy-Vee
Grocery
EXHIBIT A
Building
Site
Proposed
plat
boundary
P/OS
P/OS
PUD
PUD PUD
162ND ST
City of Lakeville
Spirit of Brandtjen Farm
Commercial 7th Add.
Zoning Map
PI
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160TH ST (CSAH 46)
CITY OF APPLE VALLEY
EXHIBIT B
Building
Site
EL
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PUD
PUD
PUD
P/OS±
Commercial Commercial/
6-10 units/acre 6-10 units/acre
2-4 units/acre 4-6 units/acre
2-4 units/acre
2-4 units/acre
6-10 units/acre
This site plan is a conceptual drawing and merely an artist rendition used for illustrative purposes and may not reflect actual measurements/alignment.See New Home Consultant for current pricing, features, amenities and lot availability. Copyright infringement could result in legal prosecution under federal copyright law.
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16972 Brandtjen Farm Drive
Lakeville, MN 55044
www.HOMESOFSPIRIT.com
952.322.8700
info@homesofspirit.com
EXHIBITC
[16] Temporary Easemen
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per Doc. No. 2289830
& Dakota County Right o
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Map No. 265
[9][20] Access Restriction as shown on Plats and per Doc. No. 3032559
[21] Access Easement Per Doc. No. 3032562
(Continues to Elmhurst Lane)
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[25] 30 Foot Wide
Access Easement per
Doc. No. 3153369
[25] 50 Foot Wide
Utility Easement per
Doc. No. 3153369
[25] 50 Foot Wide
Utility Easement per
Doc. No. 3153369
[28] Temporary Drainage & Utility Easement
per Doc. No. 3263842
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& Utility Easement
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[29] 30 Foot Wide
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Per Doc. No. 3263843
[29] 15 Foot Wide
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Per Doc. No. 3263843
[29] 15 Foot Wide
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Per Doc. No. 3263843
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N Line of Sec. 1, Twp. 114, Rng. 20
NW Corner of Sec. 1, Twp. 114, Rng. 20
(Dakota County Cast Iron Monument)
N 1/4 Corner of Sec. 1, Twp. 114, Rng. 20
(Dakota County Cast Iron Monument)
Drainage & Utility Easement
Found 1/2 Inch
Iron Pipe w/
Cap No. 47481
Found Mag Nail Found Mag Nail
Found Mag Nail
Highway Reservation Area
per Doc. Nos. 3153369 & 3206496
A S Line of OUTLOT A, SPIRIT OF
BRANDTJEN FARM COMMERCIAL 1ST ADDITION
LOT 1
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N Line of OUTLOT A, SPIRIT OF
BRANDTJEN FARM COMMERCIAL 1ST ADDITION
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Point of Beginning
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Point of Beginning of Exception
NE Corner of OUTLOT A, SPIRIT OF
BRANDTJEN FARM COMMERCIAL 1ST ADDITION
Found 1/2 Inch Open Iron Pipe
Found 1/2 Inch
Iron Pipe w/
Cap No. 47481
Found Mag Nail
Found Mag Nail
N89°53'13"E 218.70
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OUTLOT A
VICINITY MAP
PR
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C
T
PROJECT NO.: 25104
COPYRIGHT 2025 CIVIL SITE GROUP INC.c
REVISION SUMMARY
DATE DESCRIPTION
V2.0
PRELIMINARY PLAT
. .
. .
. .
. .
. .
. .
N
44565
RORY L. SYNSTELIEN
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.
7-11-2025
N
CL
I
E
N
T
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
QA/QC
FIELD CREW
DRAWN BY
REVIEWED BY
UPDATED BY
CJ
CJ
RS
.
PRELIMINARY PLAT GENERAL NOTES
PROPERTY DESCRIPTION:
Outlot A, Spirit of Brandtjen Farm Commercial 1st Addition, according to the recorded plat thereof, Dakota County, Minnesota.
EXCEPT:
That part of Outlot A, Spirit of Brandtjen Farm Commercial 1st Addition, Dakota County, Minnesota, described as follows:
Beginning at the Southwest corner of said Outlot A; thence on an assumed bearing of South 89 degrees 52 minutes 40 seconds
East, along the South line of said Outlot A, a distance of 275.03 feet to the East line of said Outlot A; thence North 00 degrees 07
minutes 20 seconds East, along said East line and its Northerly extension, a distance of 293.11 feet; thence North 89 degrees 52
minutes 40 seconds West, a distance of 276.58 feet to the West line of said Outlot A; thence South 00 degrees 13 minutes 24
seconds East, along said West line, a distance of 246.27 feet; thence Southerly 46.85 feet, along said West line, being a tangential
curve, concave to the West, having a central angle of 00 degrees 31 minutes 35 seconds and a radius of 5100.00 feet to the point
of beginning;
AND EXCEPT:
That part of Outlot A, Spirit of Brandtjen Farm Commercial 1st Addition, Dakota County, Minnesota, described as follows:
Beginning at the Northeast corner of said Outlot A; thence on an assumed bearing of South 00 degrees 07 minutes 20 seconds
West, along an East line of said Outlot A, a distance of 196.00 feet; thence South 89 degrees 53 minutes 13 seconds West, a
distance of 226.27 feet; thence North 00 degrees 13 minutes 24 seconds West, a distance of 196.00 feet to the North line of said
Outlot A; thence North 89 degrees 53 minutes 13 seconds East, along said North line of Outlot A, a distance of 227.45 feet to the
point of beginning.
AND EXCEPT:
That part of Outlot A, Spirit of Brandtjen Farm Commercial 1st Addition, Dakota County, Minnesota, described as follows:
Commencing at the Southwest corner of said Outlot A; thence on an assumed bearing of South 89 degrees 52 minutes 40
seconds East, along the South line of said Outlot A, 275.03 feet to an East line of said Outlot A; thence North 00 degrees 07
minutes 20 seconds East, along said East line and its Northerly extension, 293.11 feet; thence North 00 degrees 05 minutes 57
seconds West, 152.45 feet to the point of beginning of the land to be described; thence North 89 degrees 52 minutes 40 seconds
West, 276.91 feet to the West line of said Outlot A; thence North 00 degrees 13 minutes 24 seconds West, along said West line,
184.81 feet to the Northwest corner of said Outlot A; thence North 89 degrees 53 minutes 13 seconds East, along the North line
of said Outlot A, 277.31 feet to the intersection of a line bearing North 00 degrees 05 minutes 57 seconds West, from the point of
beginning; thence South 00 degrees 05 minutes 57 seconds East, 185.94 feet to the point of beginning.
AND EXCEPT:
Lot 1, Block 1, Spirit of Brandtjen Farm Commercial 4th Addition, Dakota County, Minnesota.
This map and report was prepared with the benefit of a Commitment for Title Insurance issued by Commercial Partners Title, a
division of Chicago Title Insurance Company as agent for Chicago Title Insurance Company, File No. CP75362, dated May 13,
2025.
DATE OF PREPARATION:
7-11-2025
Please note that the background survey information is per a survey performed by us dated 6-16-2025.
APPLICANT:
MSP Commercial
6436 Penn Ave S
Richfield, MN 55423
Steve Miller
651-287-8787
smiller@mspcommercial.com
BENCHMARKS:
Elevations are on an assumed datum based on plans by James R. Hill dated 4/18/2018 (Revised 5/17/2018), provided to us by
the client. Site Benchmark is the top nut of the fire hydrant located on the north side of the east/west bituminous drive through
the middle portion of the subject property, as shown hereon.
Elevation = 948.27.
AREAS:
Proposed Lot 1 = 43,672 Sq. Ft. or 1.003 Acres
Proposed Outlot A = 85,014Sq. Ft. or 1.951 Acres
Total Area = 128,686Sq. Ft. or 2.954 Acres
FLOOD ZONE:
This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate
Map, Community Panel No. 27037C0208E, effective date of December 2, 2011.
________________________________________________________
Rory L. Synstelien Minnesota License No. 44565
rory@civilsitegroup.com
PRELIMINARY PLAT: SPIRIT OF BRANDTJEN FARM COMMERCIAL 7TH ADDITION
OVERHEAD UTILITIES
GASMAIN
SANITARY SEWER
STORM SEWER
FIBER/COMM. LINE
ELECTRIC LINE (RECORD)
WATERMAIN
ELECTRIC LINE
GASMAIN (RECORD)
CHAINLINK FENCE LINE
Linetype & Symbol Legend
CONCRETE SURFACE
PAVER SURFACE
BITUMINOUS SURFACE
GRAVEL/LANDSCAPE
SURFACE
IRON FENCE LINE
GUARDRAIL
WATERMAIN (RECORD)
SANITARY SEWER (RECORD)
STORM SEWER (RECORD)
FIBER/COMM. LINE (RECORD)
TELEPHONE LINE (RECORD)
TELEPHONE LINE SIGNSANITARY MANHOLE
STORM MANHOLE
CABLE TV BOX
TELEPHONE MANHOLE
ELECTRIC TRANSFORMER
TELEPHONE BOX
TRAFFIC SIGNAL
GAS METER
ELECTRICAL METER
WATER MANHOLE
WATER VALVE
AIR CONDITIONER
BOLLARD
CATCH BASIN
ELECTRIC MANHOLE
GAS VALVE
FLAG POLE
HANDICAP SYMBOL
FOUND IRON MONUMENT
HYDRANT
CAST IRON MONUMENT
SET OR TO BE SET IRON MONUMENT
FLARED END SECTION
POWER POLE
UTILITY MANHOLE
GUY WIRE
CONIFEROUS TREE
DECIDUOUS TREE
ROOF DRAIN
SEWER CLEAN OUT
FIRE CONNECTION
WELL
UTILITY VAULT
POST INDICATOR VALVE
GAS MANHOLE
HAND HOLE
FIBER/COMM. MANHOLE
MAIL BOX
FUEL TANK
ELECTRICAL OUTLET
SB SOIL BORING
LIGHT POLE
ACCESS RESTRICTION
WOODEN FENCE LINE
SATELLITE DISH
BUSH/SHRUB
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SCALE IN FEET
EXHIBIT D
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S0
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N89°53'13"E 362.36 N89°53'13"E 2285.76
N Line of Sec. 1, Twp. 114, Rng. 20
NW Corner of Sec. 1, Twp. 114, Rng. 20
(Dakota County Cast Iron Monument)
N 1/4 Corner of Sec. 1, Twp. 114, Rng. 20
(Dakota County Cast Iron Monument)
Drainage & Utility Easement
Found 1/2 Inch
Iron Pipe w/
Cap No. 47481
Found Mag Nail Found Mag Nail
Found Mag Nail
Highway Reservation Area
per Doc. Nos. 3153369 & 3206496
A S Line of OUTLOT A, SPIRIT OF
BRANDTJEN FARM COMMERCIAL 1ST ADDITION
LOT 1
BLOCK 1
S0
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5
7
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25.14
S00°07'20"W
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Drainage & Utility Easement
S89°52'40"E 138.89
27
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6
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Point of Beginning of Exception
SW Corner of OUTLOT A, SPIRIT OF
BRANDTJEN FARM COMMERCIAL 1ST ADDITION
S89°52'40"E 275.03
S Line of OUTLOT A, SPIRIT OF
BRANDTJEN FARM COMMERCIAL 1ST ADDITION
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N Line of OUTLOT A, SPIRIT OF
BRANDTJEN FARM COMMERCIAL 1ST ADDITION
N89°53'13"E 227.45
Point of Beginning
of Exception
Found Mag Nail
N89°52'40"W 276.91
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Point of Beginning of Exception
NE Corner of OUTLOT A, SPIRIT OF
BRANDTJEN FARM COMMERCIAL 1ST ADDITION
Found 1/2 Inch Open Iron Pipe
Found 1/2 Inch
Iron Pipe w/
Cap No. 47481
Found Mag Nail
Found Mag Nail
N89°53'13"E 218.70
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R=9975.00CB=S85°46'19"E
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OUTLOT A
SPIRIT OF BRANDTJEN FARM COMMERCIAL 7TH ADDITION
Denotes a Cast Iron Monument.
Denotes a set Nail with Disk Marked "RLS 44565"
N
Bearings are based on the north line of OUTLOT A,
SPIRIT OF BRANDTJEN FARM COMMERCIAL 1ST ADDITION
having an assumed bearing of N 89°53'13" E.
Denotes a Found Iron Monument (Type as shown on plat)
OFFICIAL PLAT
60153001530
SCALE IN FEET
VICINITY MAP
SEC. 1 - T114 - R20
DAKOTA COUNTY, MINNESOTAN
NOT TO SCALE
SHEET 2 OF 2 SHEETS
Denotes Restricted Access Per Doc. No. 3032559
EXHIBIT E
S89°53'13"W 226.27
S0
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7
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2
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"
W
1
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N88°26'54"W 107.04
N89°52'40"W 337.83
[10] Drainage & Utility Easement per plat of
SPIRIT OF BRANDTJEN FARM COMMERCIAL 1ST ADDITION
[26] Storm Maintenance Easement per Doc. No. 3185641 [21] Access Easement Per Doc. No. 3032562
(Continues to Elmhurst Lane)
Concrete Walk
Concrete Walk
Trash Enclosure
W/ Gate
Trash Enclosure
W/ Gate
Co
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Bituminous
Parking Lot
Bituminous Drive
& Parking Lot
Bituminous Drive
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12"
R
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18
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21" RCP
21" RCP
21
"
RC
P
21
"
R
C
P
21
"
R
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Storm Structure per Rec.
Not Found (Buried)
Inv=935.69 (Rec.)
18
"
R
C
P
15
"
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P
8" PVC
8" P
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8"
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6"
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6" PVC Wat. Serv. (Per Rec.)
6" PVC San. Serv. (Per Rec.)
6" P
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6"
P
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12" PVC W.M. (Per Rec.)
12" R
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21" RCP
18
"
R
C
P
15
"
R
C
P
Found 1/2 Inch
Iron Pipe w/
Cap No. 47481
Found Mag Nail Found Mag Nail
Fo
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M
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N
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[25] 30 Foot Wide
Access Easement per
Doc. No. 3153369
[25] 50 Foot Wide
Utility Easement per
Doc. No. 3153369
[28] Temporary Drainage & Utility Easement
per Doc. No. 3263842
[28] Temporary Drainage
per Doc. No. 3263842
[29] 15 Foot Wide
Utility Easement
Per Doc. No. 3263843
PID: 227132000013
Address: Unassigned
Owner: Hy-Vee Inc
PID: 227135501010
Address: 16001 Elmhurst Ln
Owner: Thomas Joseph &
Connie Lee Baron Trustees
Concrete
8"
P
V
C
UP
103
10
5
10
6
10
4
10
1
10
2
6
11
20
14
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
BLDG AREA: 9,205 SF
SITE AREA: 43,672 SF
51 PARKING STALLS
ACCESSIBLE ROUTE
ARROW. DO NOT
PAINT, FOR CODE
REVIEW ONLY, TYP.
R15
.
0
R1
5
.
0
R3.0
R3.0 R3.0
R8.0 R3.0R8.0
R3.0
ACCESSIBLE PARKING
SPACE, INCL. SIGNAGE,
STRIPING AND RAMPS
CONCRETE
SIDEWALK,
TYP.
B612 CURB &
GUTTER, TYP.
B612 CURB &
GUTTER, TYP.
CONCRETE SIDEWALK,
TYP.
CONCRETE DRIVEWAY
APRON PER CITY
STANDARDS, TYP.
H.D. BIT. PVMT.,
TYP,
PVMT.
MARKINGS, TYP.
MATCH, TYP.
MATCH, TYP.MATCH, TYP.
PED RAMP,
SEE DETAILS,
TYP.
THICKENED EDGED
CONCRETE SIDEWALK,
TYP.
MATCH, TYP.
CONC.
VALLEY
GUTTER
6.718.024.018.0
9.
0
TY
P
.
7.
7
18
.
0
24
.
0
18
.
0
8.
3
10
.
0
10
.
0
15.3
15.0
9.0
TYP.
3.0
5.
0
2.
0
5.95.015.0
5.
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5.0
18
.
0
5.
6
3.3
4.
7
11
.
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5.77.3
9.
0
TY
P
.
3.
3
15
.
0
TO
TO
TO TO
TO
TO
L.D. BIT. PVMT.,
TYP,
10' BUILDING SETBACK
5' PARKING SETBACK
15
'
B
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D
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B
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C
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5'
P
A
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K
I
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G
S
E
T
B
A
C
K
CONCRETE DRIVEWAY
APRON FOR TRASH
PICKUP ONLY
R3.
0
R3.0
3' CURB TAPER
3' CURB TAPER
7' CURB TAPER
7' CURB TAPER
9' CURB TAPER
9' CURB TAPER
9.0
TYP.
D412 CURB &
GUTTER, TYP.
5' DU EASEMENT
(PUBLIC)
5' DU EASEMENT
(PUBLIC)
25' DU EASEMENT
(PUBLIC)
DU EASEMENT
(PUBLIC)
10' DU EASEMENT
(PRIVATE)
DU EASEMENT
(PRIVATE)
SIGN TYP.
DO NOT ENTER , TRUCK
TRASH HAULER ONLY
PICK UP TO BE
SCHEDULED ON NON
BUSINESS HRS.
SITE DATA
ZONING SUMMARY
EXISTING ZONING PUD
PROPOSED ZONING PUD
REQUIRED PROVIDED
BUILDING SETBACKS
FRONT
REAR 10 FT 10 FT
SIDE 15 FT 15 FT
PARKING SETBACKS
FRONT 15 FT 15 FT
REAR 5 FT 5 FT
SIDE 5 FT 5 FT
REQUIRED PROVIDED
PARKING SUMMARY
PARKING STALL
DIMENSIONS 20 FT X 9 FT 18 FT X 9 FT
(OVERLAP)
COMPACT PARKING
STALL DIMENSIONS 16 FT X 8 FT N/A
DRIVE AISLE
DIMENSIONS 24 FT 24 FT
FIRE ACCESS ROAD
DIMENSIONS N/A N/A
REQUIRED PROVIDED
PARKING STALLS -
SURFACE 46 51
PARKING STALLS -
GARAGE N/A N/A
COPYRIGHT CIVIL SITE GROUP INC.c
PR
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:
NOT
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2025
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
06/25/2025 CITY SUBMITTAL
PROJECT MANAGER PATRICK SARVER
CONTACT NUMBER 612-615-0060 X 702
DRAWN BY BN
REVIEWED BY PS
PROJECT NUMBER 25104
GR
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24904
Patrick J. Sarver
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.
06/25/2025
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
E
R
SITE LAYOUT NOTES:
SITE PLAN LEGEND:
TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS
SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.
HC = ACCESSIBLE SIGN
NP = NO PARKING FIRE LANE
ST = STOP
CP = COMPACT CAR PARKING ONLY
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 LAKEVILLE SITE SPECIFIC NOTES:
1. RESERVED FOR CITY SPECIFIC SITE NOTES.
ACCESSIBILITY ROUTE 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 GEO TECHNICAL 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 STRIPING 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.
19. CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL DRAIN PROPERLY IN FIELD
CONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO ANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS
RESPONSIBLE FOR ANY CURB OR SIDEWALK REPLACEMENT IF THIS PROCEDURE IS NOT FOLLOWED.
20. FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET. ADA AREAS MUST COMPLY WITH REQUIREMENTS ON PLANS AND ADA
REGULATIONS. TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY CURB, SIDEWALK
AND/OR PAVEMENT REPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA REQUIREMENTS.
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
REVISION SUMMARY
DATE DESCRIPTION
C2.0
SITE PLAN
OPERATIONAL NOTES
SNOW REMOVAL
ALL SNOW SHALL BE STORED ON-SITE OUTSIDE
PARKING LOT. WHEN FULL, REMOVAL CO. SHALL
REMOVE EXCESS OFF-SITE.
TRASH REMOVAL
TRASH SHALL BE PLACED IN INTERIOR SOLID
WASTE COLLECTION POINT, MOVED TO
TEMPORARY EXTERIOR LOCATION ON
COLLECTION DAY AND REMOVED BY
COMMERCIAL CO.
DELIVERIES
DELIVERIES SHALL OCCUR AT THE FRONT DOOR
VIA STANDARD COMMERCIAL DELIVERY
VEHICLES (UPS, FED-EX, USPS).
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
OWNER INFORMATION
MSP COMMERCIAL
6436 PENN AVE S
RICHFIELD, MN 55423
STEVE MILLER
651-270-6397
SMILLER@MSPCOMMERCIAL.COM
EXHIBIT F
S89°53'13"W 226.27
S0
0
°
0
7
'
2
0
"
W
1
9
6
.
0
1
N88°26'54"W 107.04
N89°52'40"W 337.83
SPIRIT OF BRANDTJEN FARM COMMERCIAL 1ST ADDITION
[26] Storm Maintenance Easement per Doc. No. 3185641 [21] Access Easement Per Doc. No. 3032562
(Continues to Elmhurst Lane)
Concrete Walk
Concrete Walk
Co
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8" PVC
8" P
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8"
P
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6"
P
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W
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)
6" PVC Wat. Serv. (Per Rec.)
6" PVC San. Serv. (Per Rec.)
6" P
V
C
6"
P
V
C
12" PVC W.M. (Per Rec.)
Found 1/2 Inch
Iron Pipe w/
Cap No. 47481
Found Mag Nail Found Mag Nail
Fo
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N
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[25] 30 Foot Wide
Access Easement per
Doc. No. 3153369
[25] 50 Foot Wide
Utility Easement per
Doc. No. 3153369
[28] Temporary Drainage & Utility Easement
per Doc. No. 3263842
PID: 227132000013
Address: Unassigned
PID: 227135501010
Address: 16001 Elmhurst Ln
Owner: Thomas Joseph &
Connie Lee Baron Trustees
Concrete
8"
P
V
C
UP
103
10
5
10
6
10
4
10
1
10
2
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
10' BUILDING SETBACK
5' PARKING SETBACK
15
'
B
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B
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2 - GC2
2 - GC22 - QB
1 - QB
2 - PN2
5 - SS
5 - PN2
7 - SS7 - PN2
7 - SS 5 - PN2
5 - ZA 5 - NW2
7 - PN2 6 - SS 7 - PN2
7 - NW2 7 - ZA 7 - NW2
9 - SS
9 - ZA
3 - SH2 - NW2
3 - SH2 - ZA3 - SH2 - NW2
2 - SH
PLANTING BEDS TO USED
SAME ROCK AS IN
MAINTENANCE STRIP, TYP.
LANDSCAPE
EDGER, TYP.
SOD, TYP.
4 - HC2
5 - HX
35 - NW2
58 - NW2
6 - HC2
6 - HX
5 - HC2
6 - HX
SITE DATA
ZONING SUMMARY
EXISTING ZONING PUD
PROPOSED ZONING PUD
REQUIRED PROVIDED
BUILDING SETBACKS
FRONT
REAR 10 FT 10 FT
SIDE 15 FT 15 FT
PARKING SETBACKS
FRONT 15 FT 15 FT
REAR 5 FT 5 FT
SIDE 5 FT 5 FT
REQUIRED PROVIDED
PARKING SUMMARY
PARKING STALL
DIMENSIONS 20 FT X 9 FT 18 FT X 9 FT
(OVERLAP)
CODE COMMON / BOTANICAL NAME QTY CONT NATIVE PLANTS POLLINATOR FRIENDLY
TREES
GC2 True North™ Kentucky Coffeetree / Gymnocladus dioica 'UMNSynergy'4 2.5" Cal. B&B NATIVE CULTIVAR N
QB Prairie Stature Oak / Quercus x bimundorm 'Midwest'3 2.5" Cal. B&B NOT NATIVE Y
SUBTOTAL:7
CODE COMMON / BOTANICAL NAME QTY SIZE NATIVE PLANTS POLLINATOR FRIENDLY
GRASSES
PN2 Shenandoah Switch Grass / Panicum virgatum `Shenandoah`33 36" HT.NATIVE CULTIVAR Y
SS Standing Ovation Little Bluestem Grass / Schizachyrium scoparium `Standing Ovation`34 24" HT.NATIVE CULTIVAR Y
SH Prairie Dropseed / Sporobolus heterolepis 11 18" HT. NATIVE Y
SUBTOTAL:78
PERENNIALS
HX Sunday Gloves Daylily / Hemerocallis x `Sunday Gloves`17 24" HT. NOT NATIVE Y
HC2 Coral Bells / Heuchera x `Cajun Fire`15 18" HT. NOT NATIVE Y
NW2 Walkers Low Catmint / Nepeta x faassenii `Walkers Low`116 18" HT. NOT NATIVE Y
ZA Golden Alexander / Zizia aurea 23 18" HT.NATIVE Y
SUBTOTAL:171
PLANT SCHEDULE: TREES, SHRUBS AND PERENNIALS
SYMBOL COMMON / BOTANICAL NAME QTY SIZE
MAINTENANCE STRIP
ROCK MAINTENANCE STRIP / ROCK MAINTENANCE STRIP
1.5" DECORATIVE SCREENED ROCK/STONE INSTALLED 3"
DEEP OVER GEOTEXTILE FABRIC. PROVIDE EDGING AS
SHOWN ON LANDSCAPE PLAN.
1,198 sf Mulch
SUBTOTAL:1,198 sf
SOD
BLUE GRASS SOD / SOD
BLUE GRASS SOD W/IMPROVED VARIATIES, INSTALLED
ON PREPARED SOIL, CONTAINING 6" OF TOPSOIL
W/MINIMUM 4% ORGANICS BY WEIGHT. SCARIFIED AND
EVENLY GRADED. BIG ROLL PREFERRED FOR LARGER
AREAS.
6,847 sf Sod
SUBTOTAL:6,847 sf
GROUND COVER SCHEDULE
L1.0
LANDSCAPE PLAN
COPYRIGHT CIVIL SITE GROUP INC.c
PR
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2025
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
06/25/2025 CITY SUBMITTAL
PROJECT MANAGER PATRICK SARVER
CONTACT NUMBER 612-615-0060 X 702
DRAWN BY BN
REVIEWED BY PS
PROJECT NUMBER 25104
GR
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24904
Patrick J. Sarver
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.
06/25/2025
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
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LANDSCAPE NOTES:
PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT
SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE
PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT SCHEDULE AND
PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANT SCHEDULE AND
PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED CANOPY TREE SYMBOLS - SEE
PLANT SCHEDULE AND PLAN FOR SPECIES
AND PLANTING SIZES
DECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-30" DIA.
LANDSCAPE PLAN 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.
CONSTRUCTION LIMITS
REVISION SUMMARY
DATE DESCRIPTION
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
MULCH SCHEDULE
AREA MULCH TYPE EDGING FABRIC REMARKS
TREE RINGS 4" DEPTH, SHREDDED HARDWOOD YES NO SEE DETAIL SHT. L1.1
PLANTING BEDS 3" DECORATIVE ROCK MULCH YES NO
MAINT. STRIP AT BUILDING FOUNDATION 3" DECORATIVE ROCK MULCH NA NA
NOTE: COORDINATE ALL MULCH AND PLANTING BED MATERIAL PRIOR TO INSTALLATION, PROVIDE SAMPLES AND SHOP DRAWINGS/PHOTOS/DATA SHEETS OF ALL
MATERIALS
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 FOR MULCH MATERIALS AND LOCATIONS.
3. ALL TREES SHALL BE MULCHED WITH SHREDDED HARDWOOD 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
TWO (2) 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 INCLUDING PRICING FROM OWNER, PRIOR TO INSTALLATION.
DRAWN @ ? size
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
EXISTING 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 EXCAVATE BELOW ROOTBALL.
SIZE VARIES
SEE LANDSCAPE PLAN
MODIFY EXCAVATION BASED ON LOCATION OF PLANT
MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT
PLACEMENT
2
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"X4"X8' 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
EXISTING 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
EXISTING 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 EXCAVATION BASED ON
LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR
OVERALL PLANT PLACEMENT
3
FINISHED GRADE
18" - VERIFY W/ PLAN
DRAWN @ ? size
AGGREGATE MAINTANENCE STRIP
N T S
SLOPE - MIN. 2%, MAX. 5:1
VERIFY W/ GRADING PLAN
FACE OF BUILDING, WALL, OR STRUCTURE
MIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE
SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR
TO INSTALLATION
STAKED LANDSCAPE EDGER AS SPECIFIED, SEE
MANUFACTURER'S INSTRUCTIONS AND SPECS. FOR
INSTALLATION AND PLACEMENT
WATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED
COMPACTED SUBGRADE
1
1. ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
2. 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.
3. CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION.
4. SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWER CONNECTIONS.
5. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANY EXCAVATION/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.
6. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED
WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.
7. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE AND METERING FACILITIES.
8. IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITH MECHANICAL PLANS.
9. ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.
10. ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.
11. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.
12. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT.
13. CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADE AND CAPPED.
14. 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.
15. BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS.
16. ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR.
17. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE.
18. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE.
19. 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 BOXES. 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.
20. AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE.
21. ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE.
22. USE SCREENS ON ALL HEADS.
23. A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION.
24. ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.
25. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX.
26. THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE.
IRRIGATION NOTES:
EXHIBIT G
UP
A
A
F
F
D
D
C
C
27' - 0"25' - 2"
B
B
114' - 8"
80
'
-
0
"
3 3
1 1
2 2
40
'
-
0
"
40
'
-
0
"
25' - 10"36' - 8"
4'
-
8
"
6'
-
4
"
3'
-
0
"
10
'
-
0
"
1'
-
0
"
12
'
-
0
"
1'
-
0
"
4'
-
0
"
4'
-
0
"
6'
-
0
"
4'
-
0
"
4'
-
0
"
4'
-
0
"
12
'
-
0
"
4'
-
0
"
10' - 0"15' - 7"
14
'
-
0
"
14' - 0" 2' - 8"3' - 4" 10' - 0" 3' - 4" 3' - 4" 4' - 0" 6' - 0" 4' - 0" 3' - 4" 3' - 4" 11' - 4" 4' - 0" 6' - 0" 4' - 0" 6' - 0" 4' - 0" 4' - 0" 4' - 0" 14' - 0"
4' - 0" 12' - 0" 4' - 0"
1' - 0"
12' - 0"
1' - 0"
4' - 0" 4' - 0"14' - 8"4' - 0" 4' - 0"
1' - 0"
12' - 0" 4' - 0" 12' - 0"
1' - 0"
4' - 0" 12' - 0" 4' - 0"
4'
-
0
"
4'
-
0
"
4'
-
0
"
2
'
-
0
"
4
'
-
0
"
6'
-
0
"
4'
-
0
"
6'
-
0
"
4'
-
0
"
6'
-
0
"
4'
-
0
"
12
'
-
0
"
4'
-
0
"
12
'
-
0
"
4'
-
0
"
103
10
5
10
6
10
4
10
1
10
2
N
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
COMPUTER DIRECTORY:
1000 Twelve Oaks Center Drive
Suite 200, Wayzata, MN 55391
T: 952-426-7400
F: 952-426-7440
MohagenHansen.com
THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND
OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF
SERVICE AND SHALL RETAIN ALL COMMON LAW,
STATUTORY AND OTHER RESERVED RIGHTS,
INCLUDING COPYRIGHTS OF THE ATTACHED
DOCUMENTS.
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S.PAETZEL
G.MENDEN
06/24/2025
25159
\Jobs\MSP_Commercial_GrowPediatricsShell-Lakeville
MSP PILOT KNOB, LLC
16001 ELMHURST LANE
LAKEVILLE, MN 55044
SHELL PLAN
A201
NOT
F
O
R
CON
S
TRUCTION
1/8" = 1'-0"A201
1 1ST LEVEL - FLOOR PLAN
1/8" = 1'-0"A201
2 RENDERED IMAGE
NO. DESCRIPTION DATE
CITY SUBMITTAL 06/24/2025
EXHIBIT H
1ST LEVEL
100' - 0"
B.O. ROOF DECK - HIGH
117' - 4"
B.O. ROOF DECK - LOW
115' - 8"
T.O. PARAPET 4
119' - 0"
B.O. ROOF TRUSS
113' - 0"
T.O. PARAPET 5
118' - 0"
FC-1 BRK-2CSTN-1BRK-1 EPT-1
1ST LEVEL
100' - 0"
B.O. ROOF DECK - HIGH
117' - 4"
B.O. ROOF DECK - LOW
115' - 8"
T.O. PARAPET 4
119' - 0"
B.O. ROOF TRUSS
113' - 0"
T.O. PARAPET 3
120' - 0"
FC-1 BRK-1 CSTN-1 BRK-2
1ST LEVEL
100' - 0"
T.O. PARAPET 1
122' - 0"
B.O. ROOF DECK - HIGH
117' - 4"
B.O. ROOF DECK - LOW
115' - 8"
B.O. ROOF TRUSS
113' - 0"
T.O. PARAPET 3
120' - 0"
T.O. PARAPET 2
121' - 0"
SIGNAGE - 80 SFSIGNAGE - 20 SF FC-1BRK-1 ACM-1BRK-2 CSTN-1RS-1ACM-1
1ST LEVEL
100' - 0"
B.O. ROOF DECK - HIGH
117' - 4"
B.O. ROOF DECK - LOW
115' - 8"
T.O. PARAPET 4
119' - 0"
B.O. ROOF TRUSS
113' - 0"
T.O. PARAPET 3
120' - 0"
T.O. PARAPET 2
121' - 0"
SIGNAGE - 20 SF BRK-2BRK-1CSTN-1RS-1FC-2ACM-1EPT-1
BRK-1 DARK BRICK BRICK 1 - MODULAR BRICK; COLOR: DARK GRAY WITH
COORDINATING GROUT; SUMMIT 813 ANDIRON - GRAIN FINISH
EXTERIOR MATERIALS LEGEND
CSTN-1 CAST STONE SILL COLOR: WHITE
FC-1 FIBER CEMENT BOARD NICHIHA: VINTAGE WOOD, COLOR: BLACKWOOD
EPT-1 PAINT ACM: ALUCOBOND OR EQ., COLOR: CHARCOAL GREY
BRK-2 LIGHT BRICK BRICK 2 - MODULAR BRICK; COLOR: WHITE WITH COORDINATING
GROUT; SUMMIT 216 ALASKAN - SMOOTH FINISH
ACM-1 CANOPY METAL ACM: ALUCOBOND OR EQ., COLOR: CHARCOAL GREY
RS-1 ROOF SCREENING ENVISOR 3 SCREENING BY CITYSCAPES. COLOR: STONE WHITE,
STYLE: METAL 7.2 RIB SOLID, TOP TRIM: BAND, COLOR: STONE
WHITE
FC-2 FIBER CEMENT BOARD NICHIHA: LATURA V-GROOVE, COLOR: WHITE
NORTH EAST SOUTH WEST TOTAL
GRADE A: BRICK 718 SF 608 SF 1,124 SF 1,067 SF 3,517 SF 46%
GRADE A: CAST STONE 70 SF 53 SF 50 SF 40 SF 213 SF 3%
GRADE A: GLAZING 227 SF 233 SF 613 SF 273 SF 1,346 SF 17%
66%
GRADE C: FIBER CEMENT 1,053 SF 645 SF 497 SF 140 SF 2,335 SF 32%
GRADE C: METAL/ DOOR 24 SF 0 SF 84 SF 80 SF 188 SF 2%
34%
TOTAL SF 7,599 SF
MATERIAL PERCENTAGES
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
COMPUTER DIRECTORY:
1000 Twelve Oaks Center Drive
Suite 200, Wayzata, MN 55391
T: 952-426-7400
F: 952-426-7440
MohagenHansen.com
THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND
OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF
SERVICE AND SHALL RETAIN ALL COMMON LAW,
STATUTORY AND OTHER RESERVED RIGHTS,
INCLUDING COPYRIGHTS OF THE ATTACHED
DOCUMENTS.
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S.PAETZEL
G.MENDEN
06/24/2025
25159
\Jobs\MSP_Commercial_GrowPediatricsShell-Lakeville
MSP PILOT KNOB, LLC
16001 ELMHURST LANE
LAKEVILLE, MN 55044
EXTERIOR
BUILDING
ELEVATIONS
A300
NOT
F
O
R
CON
S
TRUCTION
3/16" = 1'-0"A300
1 NORTH ELEVATION
3/16" = 1'-0"A300
2 EAST ELEVATION
3/16" = 1'-0"A300
3 SOUTH ELEVATION
3/16" = 1'-0"A300
4 WEST ELEVATION
NO. DESCRIPTION DATE
CITY SUBMITTAL 06/24/2025
A South Line of OUTLOT A,
SPIRIT OF BRANDTJEN FARM
COMMERCIAL 1ST ADDITION
Drainage & Utility Easement per SPIRIT OF BRANDTJEN FARM COMMERCIAL 1ST ADDITION
Drainage & Utility Easement per
SPIRIT OF BRANDTJEN FARM
COMMERCIAL 1ST ADDITION
MINNESOTA CERTIFICATION
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.
Dated this 25th day of August, 2025
______________________________________________
Rory L. Synstelien Minnesota License No. 44565
Project No. 25104 SHEET 1 OF 1
80 160
SCALE IN FEET
0 5000 GLENWOOD AVENUE
GOLDEN VALLEY, MN 55422
CivilSiteGroup.com
DESCRIPTION
All those drainage and utility easements as dedicated in the recorded plat of SPIRIT OF BRANDTJEN FARM COMMERCIAL 1ST ADDITION, Dakota County Minnesota, lying within that
part of OUTLOT A, said plat, which lies easterly of the recorded plats of SPIRIT OF BRANDTJEN FARM COMMERCIAL 3RD ADDITION, SPIRIT OF BRANDTJEN FARM
COMMERCIAL 4TH ADDITION, and SPIRIT OF BRANDTJEN FARM COMMERCIAL 5TH ADDITION, Dakota County, Minnesota, and which lies westerly and southerly of the recorded
plat of SPIRIT OF BRANDTJEN FARM COMMERCIAL 6TH ADDITION, Dakota County, Minnesota.
Drawn By: CJ
N
EXHIBIT I
City of Lakeville
Public Works – Engineering Division
Memorandum
To: Kris Jenson, Planning Manager
Jon Nelson, Assistant City Engineer
McKenzie L. Cafferty, Environmental Resources Manager
Joe Masiarchin, Parks and Recreation Director
Zach Johnson, City Engineer
Julie Stahl, Finance Director
Dave Mathews, Building Official
August 25, 2025
Spirit of Brandtjen Farm Commercial 7th Addition
• Preliminary and Final Plat Review
• Grading and Erosion Control Plan Review
• Utility Plan Review
• Site Plan Review
• Easement Vacation
MSP Pilot Knob, LLC has submitted a preliminary and final plat named Spirit of Brandtjen
Farm Commercial 7th Addition to construct a retail facility on Lot 1, Block 1. The proposed
development is located south of and adjacent to 160th Street (CSAH 46), north of 162nd Street,
east of Pilot Knob Road (CSAH 31), and west of Elmhurst Lane. The parent parcel consists of a
portion of Outlot A, Spirit of Brandtjen Farm Commercial 1st Addition. The development is
zoned PUD, Planned Unit Development.
The preliminary and final plats consist of one lot within one block on 1.00 acres.
The proposed development and site plan will be completed by:
Developer: MSP Pilot Knob, LLC
Engineer/Surveyor: Civil Site Group
SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 77TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
AAUUGGUUSSTT 2255,, 22002255
PPAAGGEE 22 OOFF 77
SSIITTEE CCOONNDDIITTIIOONNSS
The Spirit of Brandtjen Farm Commercial 7th Addition site consists of 1.00 acres of
undeveloped land. The property generally slopes west to east. There are no wetlands or trees
on the property.
The parent parcel contains existing public Drainage and Utility Easements dedicated with the
Spirit of Brandtjen Farm Commercial 1st Addition plat, which will be vacated with the final
plat. The Drainage and Utility Easement will be re-dedicated with the final plat over the area
containing existing public utilities located on the parent parcel.
Private Drive
Spirit of Brandtjen Farm Commercial 7th Addition will be accessed from existing private drives
connecting to Elmhurst Lane and 162nd Street.
Construction traffic access and egress for grading, utility and site construction shall be from
the private access drive.
Development of Spirit of Brandtjen Farm Commercial 7th Addition includes the construction
of private sidewalks. Private sidewalks will be constructed to provide access from the site to
other uses in the Spirit of Brandtjen Farm Commercial development.
The Park Dedication fee has not been collected on the parent parcel and will be satisfied
through a cash contribution with the final plat. The Park Dedication fee for commercial areas
in Spirit of Brandtjen Farm is $5,400.00 per acre, consistent with the Spirit of Brandtjen Farm
Master PUD Agreement.
SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 77TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
AAUUGGUUSSTT 2255,, 22002255
PPAAGGEE 33 OOFF 77
UUTTIILLIITTIIEESS
Spirit of Brandtjen Farm Commercial 7th Addition is located within subdistrict NC-20060 of the
North Creek sanitary sewer district, as identified in the City’s Comprehensive Sewer Plan.
Wastewater will be conveyed to the MCES Farmington Interceptor and continue to the
Empire Wastewater Treatment Facility. The downstream facilities have sufficient capacity to
serve the proposed commercial development.
Sanitary sewer to serve the development will be conveyed downstream via sanitary sewer
located in the existing private drive. The Developer shall connect to public sanitary sewer
from a proposed privately owned and maintained sanitary sewer stub within the lot.
The Sanitary Sewer Availability Charge has not been collected on the parent parcel and shall
be collected with the Building Permit Application. The Sanitary Sewer Availability Charge will
be calculated at the rate in effect at the time of approval of the Building Permit Application, as
determined by the City’s Building Official.
Development of Spirit of Brandtjen Farm Commercial 7th Addition includes the extension of a
private watermain service to provide water service to the development.
Watermain to serve the development will be provided via watermain located in the existing
private drive. The Developer shall connect to public watermain from a proposed privately
owned and maintained watermain stub within the lot.
There are no overhead utilities located adjacent to or within the parent parcel.
Spirit of Brandtjen Farm Commercial 7th Addition is located within subdistrict NC-9C of the
North Creek Stormwater District as identified in the City’s Water Resources Management Plan.
Stormwater runoff generated from the Spirit of Brandtjen Farm Commercial 7th Addition
development will be conveyed via a proposed private storm sewer system within the
property. The stormwater management requirements for the parent parcel were satisfied
through stormwater management basins constructed with Spirit of Brandtjen Farm
Commercial 2nd Addition.
SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 77TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
AAUUGGUUSSTT 2255,, 22002255
PPAAGGEE 44 OOFF 77
The final grading plan shall identify all fill lots in which the building footings will be placed on
fill material. The grading specifications shall also indicate that all embankments meet
FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings
placed on fill material are appropriately constructed. Building permits will not be issued until
a soils report and an as-built certified grading plan have been submitted and approved by
City staff.
Spirit of Brandtjen Farm Commercial 7th Addition does not contain more than one acre of site
disturbance, however because the project is part of a common development a National
Pollution Discharge Elimination System General Stormwater Permit for construction activity is
required from the Minnesota Pollution Control Agency.
The development of Spirit of Brandtjen Farm Commercial 7th Addition includes the
construction of a private storm sewer system. The privately-owned and maintained storm
sewer will be located within Lot 1, Block 1 and will collect and convey stormwater runoff
generated from within the development to the private storm sewer system located at the
south of the property.
Draintile construction is required in areas of non-granular soils within Brookshire 4th Addition
for the street sub-cuts and lots. Any additional draintile construction, including perimeter
draintile required for building footings, deemed necessary during construction by the City
shall be the Developer’s responsibility to install and finance.
The Storm Sewer Charge has not been collected on the parent parcel and must be paid with
the final plat. The Storm Sewer Charge for Lot 1, Block 1 is calculated as follows:
The Storm Sewer Charge for Outlot A will be collected with subsequent phases of the Spirit of
Brandtjen Farm Commercial 7th Addition preliminary plat at the time they are final platted
into lots and blocks, at the rate in effect at the time of final plat approval.
Spirit of Brandtjen Farm Commercial 7th Addition is shown on the Flood Insurance Rate Map
(Map No. 27037C0208E) as Zone X by the Federal Emergency Management Agency (FEMA).
Based on this designation, there are no areas in the plat located within a Special Flood Hazard
Area (SFHA), as determined by FEMA.
SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 77TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
AAUUGGUUSSTT 2255,, 22002255
PPAAGGEE 55 OOFF 77
WWEETTLLAANNDDSS
There are no existing wetlands on the site.
No significant trees are located on the property.
EERROOSSIIOONN CCOONNTTRROOLL
The Developer is responsible for obtaining a MPCA Construction Permit for the site as well as
developing and maintaining the SWPPP throughout construction phase. The permit requires
that all erosion and sediment BMPS must be clearly outlined in a site’s SWPPP. Changes made
throughout construction should be documented in the SWPPP.
Additional erosion control measures may be required during construction as deemed
necessary by City staff or the Dakota County Soil and Water District. Any additional measures
required shall be installed and maintained by the Developer.
The MS4 Administration Fee has not been collected on the parent parcels and is required with
the final plat, calculated as follows:
Spirit of Brandtjen Farm
th
Spirit of Brandtjen Farm
th
The Developer shall provide a Letter of Credit as security for the Developer-installed
improvements relating to Spirit of Brandtjen Farm Commercial 7th Addition.
SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 77TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
AAUUGGUUSSTT 2255,, 22002255
PPAAGGEE 66 OOFF 77
Lot Corners/Iron Monuments 200.00
SUBTOTAL - OTHER COSTS $23,959.50
TOTAL PROJECT SECURITY $ 33,959.50
The Developer shall post a security to ensure the final placement of iron monuments at
property corners with the final plat. The security is $100.00 per lot and outlot for a total of
$100.00. The City shall hold this security until the Developer’s Land Surveyor certifies that all
irons have been placed following site grading, street and utility construction.
CCAASSHH FFEEEESS
A cash fee for one-year of the Environmental Resources Fee shall be paid at the time of final
plat approval and is calculated as follows:
Spirit of Brandtjen Farm Commercial 7th Factor Spirit of Brandtjen Farm Commercial 7th
A cash fee for the preparation of addressing, property data, and City base map updating shall
be paid with the final plat and is calculated as follows:
Spirit of Brandtjen Farm Commercial 7th Addition Spirit of Brandtjen Farm Commercial 7th
The Developer shall submit the final plat and construction drawings in an electronic format.
The electronic format shall be in either .dwg (AutoCAD) or .dxf format.
The Developer shall also pay a cash fee for City Engineering Administration. The fee for City
Engineering Administration will be based on three percent (3.00%) of the estimated
construction cost, or $300.00.
SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 77TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
AAUUGGUUSSTT 2255,, 22002255
PPAAGGEE 77 OOFF 77
RREECCOOMMMMEENNDDAATTIIOONN
Engineering recommends approval of the Spirit of Brandtjen Farm Commercial 7th Addition
preliminary and final plat, grading and erosion control plan and utility plan subject to the
requirements and stipulations within this report.