HomeMy WebLinkAboutItem 05b - Spirit of Brandtjen Farm Comm 8th AddnCity of Lakeville
Community Development
Memorandum
To: Planning Commission
Heather Botten
August 13, 2026
Packet Material for the August 20, 2026 Planning Commission Meeting
Spirit of Brandtjen Farm Commercial 8thAddition
1. Preliminary and Final plat and PUD development stage plans of one
commercial lot to be known as Spirit of Brandtjen Farm Commercial 8th
Addition.
2. Vacation of public drainage and utility easements.
October 7, 2026
Goodwill Easter Seals Real Estate LLC have submitted an application for a preliminary and final
plat for a one lot commercial subdivision and PUD development stage plan to be known as Spirit
of Brandtjen Farm Commercial 8th Addition. The applicant is also requesting vacation of public
drainage and utility easements for the development of a retail building. The plat is 1.95 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 property is located south of
160th Street (CSAH 46) and east of Pilot Knob Road.
The SBF Commercial 8th Addition preliminary and final plat and site development plans have been
reviewed by Dakota County Plat Commission, Engineering and Environment Resources Division,
as well as the City Forester.
A. Location Map
B. Zoning Map
C. SBF Land Use Plan
2
D. Preliminary Plat
E. Final Plat
F. Site Plan
G. Grading Plan
H. Landscape Plan
I. Exterior Materials
J. Easement Vacations
The SBF Commercial 8th 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 8th Addition property is zoned PUD, Planned Unit Development
District. The SBF PUD was approved in 2005. The SBF Land Use Plan, attached as Exhibit C, guides
the SBF development for mixed use based on the uses allowed in the O-R, Office/Residential
Transition District and the C-3, General Commercial District. The proposed retail building is
consistent with the SBF Land Use Plan.
North – CSAH 46 and Townhomes (Apple Valley)
South – Hy-Vee (PUD District)
East – Valvoline (PUD District)
West – Wings Credit Union and Freddies (PUD District)
No public street construction or other
public funded infrastructure construction is proposed with the SBF Commercial 8th Addition plat.
All streets, sanitary sewer, water and storm sewer improvements required for the area of the SBF
Commercial 8th Addition were installed by the developer with the SBF Commercial development
in 2015.
The SBF Commercial 8th Addition plat proposes one lot on one block. The SBF PUD
District does not require minimum area or width for lots being platted. The subject site is 85,014
square feet in area (1.95 acres) and is 219 feet wide.
The site is proposed to be accessed by a private drive that extends across Outlot A, SBF
Commercial 1st Addition, extending east-west to Elmhurst Drive. No new public street
construction is proposed with this plat. Existing sidewalks will be extended along the south
property line to provide pedestrian access through the development.
3
Grading, Drainage, Erosion Control, and Utilities. Grading, drainage and erosion control plans
have been submitted with the SBF Commercial 8th Addition preliminary plat. Assistant City
Engineer and Environmental Resources have reviewed the site, grading, drainage and erosion
control, and utility plans. A copy of the engineering report dated August 13, 2026 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.
The subject site is 1.95 acres in area, which calculates as a park dedication cash fee of $10,530.
SITE P LAN
Use. Goodwill is proposing a 20,839 square foot, single level retail building with a drive through
donation center.
The SBF PUD uses the C-3, General Commercial District as the base zoning for 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 15 feet from the east and west property lines,
in compliance with the setback requirements. The C-3 district requires a 30-foot building setback
from the north property line, along CSAH 46. The proposed building is setback 47 feet, complying
with code requirements.
The proposed 20,839 square foot building requires 83 parking spaces, taking into account the
allowable 10% gross floor area credit and the requirement for one parking space per 225 square feet of
floor area. The site plan proposes 97 parking spaces south of the building. 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 and 20 feet
in length when there is no overhang space. Snow storage may not occur within required parking spaces.
Access to the site will be from the private drives along the east and
west sides of the site. No direct driveway access to primary east-west private drive is proposed.
The landscape plan proposes overstory trees along south side of the site,
foundation plantings on the east side of the building, and plantings at the drive entrances. The
City Forester has reviewed the landscape plan dated July 8, 2026 and noted that screening is
required along 160th St./CSAH 46. A line of shade trees planted with 40ft spacing with
4
Honeylocust and/or Kentucky coffee tree is recommended. A revised landscape plan is required
to be submitted and approved prior to the plat going to City Council.
Remaining areas will be sodded and in-ground irrigation installed. The Developer must provide a
security to be paid at the time of final plat to guarantee installation of the landscaping. Prior to a
landscape inspection, an as-built landscape plan must be submitted to the city.
The proposed building height is 20 feet with one entrance having a façade
totaling 24 feet in height, which complies with Zoning Ordinance requirements.
The proposed building is subject to the exterior finish requirements outlined
by Section 11-17-9.D.1 of the Zoning Ordinance. The exterior finish of the building must utilize
a minimum of three Grade A materials listed in Section 11-17-9.B of the Zoning Ordinance or
brick for a minimum of 65 percent of the area of the building elevation. The remaining building
materials may be Grade B or C as defined in Section 11-17-9.B of the Zoning Ordinance for up to
35 percent of the wall area, or Grade D materials for up to 10 percent of the wall area.
The primary exterior building materials are two different colors of brick. Brick and glass/windows,
make up 65% of the building’s exterior materials. The remainder of the building is Grade C EIFS
(31-42%). The exterior materials are currently not in compliance as Grade C materials exceed 35%
of the wall area. The building elevations shall be revised to be in compliance with City Code prior
to building permit approval.
Per Section 11-18-11 of the Zoning Ordinance, the trash/recycling/compactor
receptacles for commercial uses shall be enclosed and fully screened from view of adjacent
properties. The applicant shall provide a screening detail to be approved by the zoning
administrator prior to building permit.
Signs shown on the building elevations are for illustrative purpose only. The building is
subject to the sign allowances applicable within the C-3 District established by Section 11-23-19.E
of the Zoning Ordinance.
For principal buildings with a gross floor area less than 45,000 square feet the total area of all wall
signs shall not exceed 200 square feet for corner or through lots and the maximum area of any
one individual wall sign shall not exceed 100 square feet.
A sign permit is required to be issued prior to the installation of any signs on site.
No light source or combination thereof which casts light on a public street shall
exceed one foot-candle meter reading as measured at the right of way or property line. All building
mounted lighting must face downward onto the structure.
. All rooftop and/or ground-mounted mechanical equipment must be
screened per Zoning Ordinance requirements.
Snow storage may not take place in required parking spaces.
5
EASEMENT VACATION
Existing easements are proposed to be vacated concurrent with the approval of the final plat. The
proposed plat includes perimeter drainage and utility easements. All proposed easements are
subject to review and approval of the City Engineer.
RECOMMENDATION
The proposed PUD Development Stage Plan for Goodwill and the preliminary and final plat
approval of Spirit of Brandtjen Farm Commercial 8th Addition is consistent with the SBF Land Use
Plan and the requirements of the SBF PUD District, Zoning Ordinance, and Subdivision
Ordinance.
Community Development Department staff recommends approval of the Spirit of Brandtjen Farm
Commercial 8th Addition preliminary and final plat, PUD Development Stage Plan and easement
vacations, subject to the following stipulations:
1. Implementation of the recommendations listed in the August 13, 2026 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. A financial security shall be submitted to guarantee installation of the approved landscaping.
5. Park dedication as a cash in lieu fee, in accordance with the SBF Master PUD Agreement, must
be paid at the time of final plat approval.
6. Exterior lighting shall have a 90-degree horizontal cutoff, shall be limited to a height of 35 feet
or less and in compliance with Section 11-16-17 of the Zoning Ordinance.
7. Snow storage shall not occur within required parking spaces.
8. Building elevations shall be revised to comply with Section 11-17-9 of the Zoning Ordinance.
9. All trash/recycling/compactor receptacles for commercial use shall be enclosed and fully
screened from view of adjacent properties. The applicant shall provide a screening detail to be
approved by the zoning administrator prior to building permit.
10. Additional landscaping is required along the north property line and must be approved by the
City Forester prior to final plat approval. 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.
Co
m
m
e
r
c
i
a
l
Co
m
m
e
r
c
i
a
l
/
6-
1
0
u
n
i
t
s
/
a
c
r
e
6-
1
0
u
n
i
t
s
/
a
c
r
e
2-
4
u
n
i
t
s
/
a
c
r
e
4-
6
u
n
i
t
s
/
a
c
r
e
2-
4
u
n
i
t
s
/
a
c
r
e
2-
4
u
n
i
t
s
/
a
c
r
e
6-
1
0
u
n
i
t
s
/
a
c
r
e
Th
i
s
s
i
t
e
p
l
a
n
i
s
a
c
o
n
c
e
p
t
u
a
l
d
r
a
w
i
n
g
a
n
d
m
e
r
e
l
y
a
n
a
r
t
i
s
t
r
e
n
d
i
t
i
o
n
u
s
e
d
f
o
r
i
l
l
u
s
t
r
a
t
i
v
e
p
u
r
p
o
s
e
s
a
n
d
m
a
y
n
o
t
r
e
f
l
e
c
t
a
c
t
u
a
l
m
e
a
s
u
r
e
m
e
n
t
s
/
a
l
i
g
n
m
e
n
t
.
Se
e
N
e
w
H
o
m
e
C
o
n
s
u
l
t
a
n
t
f
o
r
c
u
r
r
e
n
t
p
r
i
c
i
n
g
,
f
e
a
t
u
r
e
s
,
a
m
e
n
i
t
i
e
s
a
n
d
l
o
t
a
v
a
i
l
a
b
i
l
i
t
y
.
C
o
p
y
r
i
g
h
t
i
n
f
r
i
n
g
e
m
e
n
t
c
o
u
l
d
r
e
s
u
l
t
i
n
l
eg
a
l
p
r
o
s
e
c
u
t
i
o
n
u
n
d
e
r
f
e
d
e
r
a
l
c
o
p
y
r
i
g
h
t
l
a
w
.
Ea
s
t
L
a
k
e
D
r
i
v
e
East
L
a
k
e
T
r
a
i
l
East
L
a
k
e
D
r
i
v
e
Ear
l
y
D
a
w
n
T
r
a
i
l
16
7
t
h
S
t
r
e
e
t
W
e
s
t
As
t
e
r
b
i
l
t
L
a
n
e
16
7
t
h
S
t
r
e
e
t
W
e
s
t
16
8
t
h
S
t
r
e
e
t
W
e
s
t
Eagleview D
r
i
v
e
East Lak
e
D
r
i
v
e
Dy
n
a
m
i
c
D
r
i
v
e
Dream Lane
Dra
g
o
n
e
t
t
e
Str
e
e
t
evirD cimanyD
Ho
r
s
e
C
o
u
r
t
Dr
a
f
t
H
o
r
s
e
B
l
v
d
16
8
t
h
S
t
r
e
e
t
W
e
s
t
16
9
t
h
S
t
r
e
e
t
W
e
s
t
etnomaiD
htaP etnomaiD
nejtdnarBevirD mraF
16
7
t
h
S
t
r
e
e
t
W
e
s
t
htaP dnomaiD erutuF
17
0
t
h
S
t
r
e
e
t
Draft
H
o
r
s
e
B
l
v
d
htaP etnomaiD
Ea
g
l
e
v
i
e
w
D
r
i
v
e
liarT nairtseuqE
yaW yovnE
daoR bonK toliP
16
0
t
h
S
t
r
e
e
t
W
e
s
t
C
R
4
6
Fu
t
u
r
e
Ea
s
t
C
o
m
m
u
n
i
t
y
P
a
r
k
Dra
f
t
Wa
y
Co
m
m
u
n
i
t
y
Wo
o
d
s
Ea
s
t
L
a
k
e
Co
m
m
u
n
i
t
y
Tr
a
i
l
w
a
y
Pe
d
e
s
t
r
i
a
n
B
r
i
d
g
e
16
9
7
2
B
r
a
n
d
t
j
e
n
F
a
r
m
D
r
i
v
e
La
k
e
v
i
l
l
e
,
M
N
5
5
0
4
4
ww
w
.
H
O
M
E
S
O
F
S
P
I
R
I
T
.
c
o
m
95
2
.
3
2
2
.
8
7
0
0
in
f
o
@
h
o
m
e
s
o
f
s
p
i
r
i
t
.
c
o
m
EX
H
I
B
I
T
C
Billboard Sign
12
"
P
V
C
12" HDPE
24
"
R
C
P
24
"
R
C
P
18"
RCP
18" HDPE
24
"
R
C
P
24
"
H
D
P
E
30
"
H
D
P
E
15
"
R
C
P
15
"
R
C
P
18
"
R
C
P
21"
RCP
21" RCP
(Per Rec.)
12"
R
C
P
(Per
R
e
c
.
)
8"
P
V
C
8"
P
V
C
8"
P
V
C
6"
PVC
6"
PVC
8"
P
V
C
6"
P
V
C
8" P
V
C
(
P
e
r
R
e
c
.
)
6" PVC (Per Rec.)
6"
P
V
C
(
P
e
r
R
e
c
.
)
12" PVC (Per Rec.)
6"
P
V
C
(
P
e
r
R
e
c
.
)
Wat. Serv. (Per Rec.)
NO BUILDINGS
PID: 227133100010
Address: 5378 160th Street West
PID: 227133001010
Address: 5374 160th Street West
Owner: Valvoline LLC
PID: 227133101010
Address: 5378 160th Street West
Owner: MSP Pilot Knob LLC
PID: 227132001010
Address: 16150 Pilot Knob Road
Owner: Hurd HV Lakeville LLC
PID: 227132201010
Address: Unassigned
Owner: Thirty Eight Properties
Lakeville LLC
PI
D
:
2
2
7
1
3
2
3
0
1
0
1
0
Ad
d
r
e
s
s
:
1
6
0
7
6
P
i
l
o
t
K
n
o
b
R
o
a
d
Ow
n
e
r
:
I
n
n
e
r
c
o
r
e
R
e
s
t
H
o
l
d
L
a
k
e
v
i
l
l
e
L
L
C
PID: 227132401010
Address: 16042 Pilot Knob Road
Owner: Wings Financial Credit Union
Rock Pile
Pile of
Debris
Pile
o
f
Deb
r
i
s
Bituminous
Parking Lot
Bi
t
u
m
i
n
o
u
s
D
r
i
v
e
Bituminous Drive
Bi
t
u
m
i
n
o
u
s
D
r
i
v
e
Bituminous
Parking Lot
Billboard Sign
[12] Temporary Easement per Doc. No. 2289830
& Dakota County Right of Way Map No. 265
[23] Access Easement per Doc. No. 3032562
(Continues to Elmhurst Lane)
[2
3
]
A
c
c
e
s
s
E
a
s
e
m
e
n
t
p
e
r
D
o
c
.
N
o
.
3
0
3
2
5
6
2
(C
o
n
t
i
n
u
e
s
t
o
1
6
2
n
d
S
t
r
e
e
t
)
6"
PVC
[26] 30 Foot Wide Private Access
Easement per Doc. No. 3153369[26] 30 Foot Wide Private Access
Easement per Doc. No. 3153369
[24] Highway Rese
r
v
a
t
i
o
n
A
r
e
a
per Doc Nos. 31536
9
&
3
2
0
6
4
9
6
[26] 50 Foot Wide Private Utility
Easement per Doc. No. 3153369
[26] 50 Foot Wide Private Utility
Easement per Doc. No. 3153369
[27] Storm Maintenance Easement per Doc. No. 3185641
18"
RCP
18" HDPE
24" RCP
[29] 30 Foot Wide Private Utility
Easement per Doc No. 3263843
[33] Temporary Drainage and Utility
Easement per Doc. No. 3699217
[33] Temporary Drainage and Utility
Easement per Doc. No. 3699217
Existing Building8" P
V
C
12
"
P
V
C
N89°53'13"E 362.70 N89°53'13"E 2285.42
N Line of Sec. 1, Twp. 114, Rng. 20
NW Corner of Sec. 1, Twp. 114, Rng. 20
(Coordinate Position)
N 1/4 Corner of Sec. 1, Twp. 114, Rng. 20
(Dakota County Cast Iron Monument)
Highway Reservation Area
per Doc. Nos. 3153369,
3206496 & 3033791
N Line of OUTLOT A, SPIRIT OF
BRANDTJEN FARM COMMERCIAL 7TH ADDITION
LOT 1
BLOCK 1
S0
0
°
0
5
'
5
7
"
E
18
4
.
6
3
Found 1/2 Inch
Iron Pipe w/
Cap No. 47481
Found Mag Nail
Found Mag Nail
N89°53'13"E 218.70
S0
0
°
1
3
'
2
4
"
E
3
8
8
.
4
1
N89°52'40"W 219.73
N0
0
°
0
7
'
2
0
"
E
4
9
.
1
2
N0
0
°
0
5
'
5
7
"
W
3
3
8
.
3
9
103.77
Δ=0°35'46"
R=9975.00
CB=S85°46'19"E
C=103.77
7.85
Found Mag Nail
w/Disc No. 44565
Found 1/2 Inch
Iron Pipe w/
Illegible Cap
Drainage & Utility Easement
Drainage & Utility Easement
Dr
a
i
n
a
g
e
&
U
t
i
l
i
t
y
E
a
s
e
m
e
n
t
Dr
a
i
n
a
g
e
&
U
t
i
l
i
t
y
E
a
s
e
m
e
n
t
VICINITY MAP
PR
O
J
E
C
T
PROJECT NO.: 25554.00
COPYRIGHT 2026 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.
7-2-2026
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
RS
.
PRELIMINARY PLAT GENERAL NOTES
PROPERTY DESCRIPTION:
Outlot A, Spirit of Brandtjen Farm Commercial 7th Addition.
Dakota County
Abstract Property
This preliminary plat 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.
CP76531, dated February 26, 2026
DATE OF PREPARATION:
7-2-2026
Please note that the background survey information is per a survey performed by us dated 3-31-2026.
APPLICANT:
Kirsten Kropp
Goodwill Easter Seals Real Estate, LLC
553 Fairview Ave N
St. Paul, MN 55104
klkropp@gesmn.org
651-895-6543
BENCHMARKS:
Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut of the fire hydrant located on the north
side of the east/west bituminous drive, approximately 156 feet southeast of the northeast corner of the subject
property, as shown hereon. Elevation = 948.27.
AREAS:
Proposed Lot 1 = 85,014 +/- square feet or 1.952 +/- 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 8TH 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
SIGN
SANITARY 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
53
7
8
1
6
0
t
h
S
t
r
e
e
t
W
e
s
t
La
k
e
v
i
l
l
e
,
D
a
k
o
t
a
C
o
u
n
t
y
,
M
i
n
n
e
s
o
t
a
5
5
0
4
4
55
3
F
a
i
r
v
i
e
w
A
v
e
n
u
e
N
o
r
t
h
,
S
a
i
n
t
P
a
u
l
,
M
N
5
5
1
0
4
Go
o
d
w
i
l
l
E
a
s
t
e
r
S
e
a
l
s
R
e
a
l
E
s
t
a
t
e
L
L
C
60153001530
SCALE IN FEET
N89°53'13"E 362.70 N89°53'13"E 2285.42
N Line of Sec. 1, Twp. 114, Rng. 20
NW Corner of Sec. 1, Twp. 114, Rng. 20
(Coordinate Position)
N 1/4 Corner of Sec. 1, Twp. 114, Rng. 20
(Dakota County Cast Iron Monument)
Highway Reservation Area
per Doc. Nos. 3153369,
3206496 & 3033791
N Line of OUTLOT A, SPIRIT OF
BRANDTJEN FARM COMMERCIAL 7TH ADDITION
LOT 1
BLOCK 1
S0
0
°
0
5
'
5
7
"
E
18
4
.
6
3
Found 1/2 Inch
Iron Pipe w/
Cap No. 47481
Found Mag Nail
Found Mag Nail
N89°53'13"E 218.70
S0
0
°
1
3
'
2
4
"
E
3
8
8
.
4
1
N89°52'40"W 219.73
N0
0
°
0
7
'
2
0
"
E
4
9
.
1
2
N0
0
°
0
5
'
5
7
"
W
3
3
8
.
3
9
103.77
Δ=0°35'46"
R=9975.00
CB=S85°46'19"E
C=103.77
7.85
Found Mag Nail
w/Disc No. 44565
Found 1/2 Inch
Iron Pipe w/
Illegible Cap
Drainage & Utility Easement
Drainage & Utility Easement
Dr
a
i
n
a
g
e
&
U
t
i
l
i
t
y
E
a
s
e
m
e
n
t
Dr
a
i
n
a
g
e
&
U
t
i
l
i
t
y
E
a
s
e
m
e
n
t
SPIRIT OF BRANDTJEN FARM COMMERCIAL 8TH ADDITION
Denotes a Dakota County Monument.
N
Bearings are based on the north line of OUTLOT A,
SPIRIT OF BRANDTJEN FARM COMMERCIAL 7TH 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
Denotes Restricted Access Per Doc. No. 3032559
KNOW ALL PERSONS BY THESE PRESENTS: That Goodwill Easter Seals Real Estate LLC, a Minnesota limited liability company, fee owner of the following
described property:
Outlot A, SPIRIT OF BRANDTJEN FARM COMMERCIAL 7TH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota.
Has caused the same to be surveyed and platted as SPIRIT OF BRANDTJEN FARM COMMERCIAL 8TH ADDITION and does hereby dedicate to the public, for
public use, the drainage and utility easements as created by this plat.
In witness whereof said Goodwill Easter Seals Real Estate LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper
officers this day of , 20 .
Goodwill Easter Seals Real Estate LLC
By: Its
STATE OF , COUNTY OF
This instrument was acknowledged before me this day of , 20 ,
By:, as of Goodwill Easter Seals Real Estate LLC, a Minnesota limited liability
company, on behalf of the company.
My Commission Expires:
Notary Public, Signature Notary Public, Printed Name
Notary Public County,
SURVEYORS CERTIFICATE
I Cody E. Johnson, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of
Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all
monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes,
Section 505.01, Subd. 3, as of the date of the surveyor's certification are shown and labeled on this plat; and all public ways are shown and labeled on this
plat.
Dated this day of , 20 .
Cody E. Johnson, Land Surveyor
Minnesota License No. 54764
STATE OF MINNESOTA, COUNTY OF HENNEPIN
This instrument was acknowledged before me this day of , 20 , by Cody E. Johnson, a Licensed Land Surveyor.
My Commission Expires: January 31, 20
Notary Public, Signature Notary Public, Printed Name
Notary Public County, Minnesota
CITY COUNCIL OF LAKEVILLE, STATE OF MINNESOTA
This plat was approved by the City Council of Lakeville, Minnesota at a regular meeting thereof held this day of , 20 ,
and hereby certifies compliance with all the requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2.
By:, Mayor By: , City Clerk
COUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTA
I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved
this day of , 20 .
By
Todd B. Tollefson, Dakota County Surveyor
COUNTY BOARD, COUNTY OF DAKOTA, STATE OF MINNESOTA
We do hereby certify that on the day of , 20 , the Board of Commissioners of Dakota County,
Minnesota, approved this plat of SPIRIT OF BRANDTJEN FARM COMMERCIAL 8TH ADDITION and said plat is in compliance with the provisions of Minnesota
Statutes, Section 505.03, Subd. 2, and pursuant to the Dakota County Contiguous Plat Ordinance.
By Dakota County Board Chair
By Dakota County Treasurer-Auditor
DEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTA
Pursuant to Minnesota Statutes, Section 505.021, Subdivision 9, taxes payable in the year on real estate hereinbefore described, have been paid.
Also pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfers entered on
this day of , 20 .
By
Amy A. Koethe, Director, Department of Property Taxation and Records
COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA
I hereby certify that this plat of SPIRIT OF BRANDTJEN FARM COMMERCIAL 8TH ADDITION was filed in the office of the County Recorder for public record on
this day of , 20 , at o'clock M.
and was duly filed in Book of Plats, Page , as Document Number .
By
Amy A. Koethe, County Recorder
VICINITY MAP
SEC. 1 - T114 - R20
DAKOTA COUNTY, MINNESOTAN
NOT TO SCALE
6"
P
V
C
(
P
e
r
R
e
c
.
)
12" PVC (Per Rec.)
6"
P
V
C
(
P
e
r
R
e
c
.
)
160TH STREET WEST
(C.S.A.H. NO. 46)
(A Public R/W)
(Width Varies)
PID: 227133100010
Address: 5378 160th Street West
PID: 227133101010
Address: 5378 160th Street West
Owner: MSP Pilot Knob LLC
PID: 227132001010
PI
D
:
2
2
7
1
3
2
3
0
1
0
1
0
Ad
d
r
e
s
s
:
1
6
0
7
6
P
i
l
o
t
K
n
o
b
R
o
a
d
Ow
n
e
r
:
I
n
n
e
r
c
o
r
e
R
e
s
t
H
o
l
d
L
a
k
e
v
i
l
l
e
L
L
C
Bituminous
Parking Lot
Bi
t
u
m
i
n
o
u
s
D
r
i
v
e
Bituminous Drive
Bi
t
u
m
i
n
o
u
s
D
r
i
v
e
Bituminous
Parking Lot
N89°52'40"W 219.73
N0
0
°
0
7
'
2
0
"
E
4
9
.
1
2
N0
0
°
0
5
'
5
7
"
W
3
3
8
.
3
9
N89°53'13"E 218.70
S0
0
°
1
3
'
2
4
"
E
3
8
8
.
4
1
Billboard SignFound 1/2 Inch Iron
Pipe w/ Cap No. 47481
Found 1/2 Inch
Open Iron Pipe
Found Mag Nail w/
Disk No. 44565
[12] Temporary Easement per Doc. No. 2289830
& Dakota County Right of Way Map No. 265
[18] Access Restriction per Plats of SPIRIT OF BRANDTJEN FARM
& SPIRIT OF BRANDTJEN FARM COMMERCIAL 7TH ADDITION
[26] 30 Foot Wide Utility
Easement per Doc. No. 3153369[26] 30 Foot Wide Utility
Easement per Doc. No. 3153369
[24] Highway Rese
r
v
a
t
i
o
n
A
r
e
a
per Doc Nos. 31536
9
&
3
2
0
6
4
9
6
[26] 50 Foot Wide Utility
Easement per Doc. No. 3153369
[26] 50 Foot Wide Utility
Easement per Doc. No. 3153369
[27] Storm Maintenance Easement per Doc. No. 3185641
[29] 30 Foot Wide Utility
Easement per Doc No. 3263843
[33] Temporary Drainage and Utility
Easement per Doc. No. 3699217
[33] Temporary Drainage and Utility
Easement per Doc. No. 3699217
Found Mag Nail
Found Mag Nail
NO
PARKING
NO
PARKING
NO
PARKING
19
19
19
19
15
5
27
.
2
20
.
0
18
.
0
24
.
0
20
.
0
24
.
0
20
.
0
20
.
0
24
.
0
18
.
0
4.
9
9.0 9.0
9.0
9.0
9.0
9.0 9.0
5.3
28.4
ACCESSIBLE ROUTE
ARROW. DO NOT
PAINT, FOR CODE
REVIEW ONLY, TYP.
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
15
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
5'
P
A
R
K
I
N
G
S
E
T
B
A
C
K
20' PARKING SETBACK
30' BUILDING SETBACK
20' PARKING SETBACK
30' BUILDING SETBACK
15
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
5'
P
A
R
K
I
N
G
S
E
T
B
A
C
K
ACCESSIBLE
PARKING SPACE,
INCL. SIGNAGE,
STRIPING AND
RAMPS
CONC. CURB
STOPS, TYP.
PVMT. STRIPING,
TYP.
MATCH
EXISTING
CURB AND
GUTTER, TYP.
"DO NOT ENTER"
SIGN W/ BOLLARD
8'X8' CONC. UTILITY PAD
W/ BOLLARDS,
6'X6' TRANSFORMER
FINAL SIZE & LOCATION
PER UTILITY CO.
TRASH
COMPACTOR
BUILDING: 20,839 SF
SITE AREA: 85,014 SF
PARKING SUMMARY:
ACCESSIBLE STALLS 6
STANDARD STALLS 90
TOTAL 96
CONC. PAVEMENT
(3) SURFACE MOUNTED 'HOOP'
STYLE BIKE RACKS, INSTALL PER
MANUF.
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.
B612 CURB &
GUTTER, TYP.
CONC. SIDEWALK
9' CURB TAPER
LIGHT DUTY BIT.,
SEE GEOTECH
REPORT
"DONATION
CENTER"
ARROW SIGN
(1) DIRECTIONAL SIGN,
"DONATION CENTER", FINAL SIZE
& LOCATION PER FUTURE SIGN
SUBMITTAL SEE SIGN SCHEDULE
24" CONC.
VALLEY GUTTER
RETAINING WALL
DESIGNED BY OTHERS, TYP.
MATCH
EXISTING
CURB AND
GUTTER, TYP.
INSTALL SALVAGED
"STOP" SIGN
MATCH
EXISTING
CURB AND
GUTTER, TYP.
MATCH
EXISTING
CURB AND
GUTTER, TYP.
(1) DIRECTIONAL SIGN,
"DONATION CENTER", FINAL SIZE
& LOCATION PER FUTURE SIGN
SUBMITTAL SEE SIGN SCHEDULE
B612 CURB &
GUTTER, TYP.
9' CURB TAPER
HEAVY DUTY BIT.,
SEE GEOTECH
REPORT
HEAVY DUTY BIT.,
SEE GEOTECH
REPORT
MAIN ENTRANCE
PYLON STYLE SIGN. TO BE
SUBMITTED UNDER SEPARATE
APPLICATION. FINAL SIZE,
FOOTING, AND LOCATION TO
BE SPECIFIED AT THAT TIME
HEAVY DUTY BIT.,
SEE GEOTECH
REPORT
MATCH EXISTING,
TYP.
MATCH
EXISTING,
TYP.
MATCH EXISTING,
TYP.
TO
INSTALL SALVAGED
"NO PARKING" SIGN
INSTALL SALVAGED
"NO PARKING" SIGN
R2.
0
R2.
5
R25.0
R3
.
0
R50
.
0
R6.0
R3.
0
R3.
0
R6.
0
R6.0
R3.
0 R3.
0 R6.
0
R6.0
R3.0
R3.
0
R6.0
R25
.
0
R3.
0
20
.
0
47
.
3
15.0 15.0
5.
7
20
0
.
4
9.0 20
.
0
28.5
9.6 9.7
9.7
9.510.1
9.9
4.8
9.0
24.0
15.0
6.0 6.0
R2.5
PED RAMP,
SEE DETAILS,
TYP.
CONCRETE
SIDEWALK PER CITY
STANDARDS, TYP.
PED RAMP,
SEE DETAILS,
TYP.
5.
0
2.
8
14
.
3
5' CONC. STOOP
D&U EASEMENT
R3.0
THICKENED EDGE
CONCRETE WALK
8.
0
24.0
SITE DATA
ZONING SUMMARY
EXISTING ZONING PUD
PROPOSED ZONING PUD
REQUIRED PROVIDED
BUILDING SETBACKS
FRONT 30 FT 200 FT
REAR 30 FT 47 FT
SIDE 15 FT 15 FT
PARKING SETBACKS
FRONT 20 FT 15 FT
REAR 20 FT 27 FT
SIDE 5 FT 24 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 97
PARKING STALLS -
GARAGE N/A N/A
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
2026
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
05/22/2026 CITY SUBMITTAL
06/19/2026 PERMIT SET
07/08/2026 PERMIT SET
PROJECT MANAGER PATRICK SARVER
CONTACT NUMBER 612-615-0060
DRAWN BY BN
REVIEWED BY PS
PROJECT NUMBER 25554
GO
O
D
W
I
L
L
L
A
K
E
V
I
L
L
E
-
N
O
R
T
H
16
0
T
H
S
T
R
E
E
T
W
E
S
T
,
L
A
K
E
V
I
L
L
E
,
M
N
5
5
0
4
4
GO
O
D
W
I
L
L
I
N
D
U
S
T
R
I
E
S
,
I
N
C
.
55
3
F
A
I
R
V
I
E
W
A
V
E
N
U
E
N
O
R
T
H
,
S
A
I
N
T
P
A
U
L
,
M
N
5
5
1
0
4
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.
07/08/2026
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
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 EXTERIOR TRASH
AREA AND REMOVED BY COMMERCIAL CO.
WEEKLY.
DELIVERIES
DELIVERIES SHALL OCCUR AT THE FRONT DOOR
VIA STANDARD COMMERCIAL DELIVERY
VEHICLES (UPS, FED-EX, USPS).
REVISION SUMMARY
DATE DESCRIPTION
C2.0
SITE PLAN
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
OWNER INFORMATION
GOODWILL INDUSTRIES, INC.
553 FAIRVIEW AVE N
ST PAUL, MN 55104
KIRSTEN KROPP
651-895-6543
KLKROPP@GESMN.ORG
CURB TAPER
160TH STREET WEST
(C.S.A.H. NO. 46)
(A Public R/W)
(Width Varies)
N89°52'40"W 219.73
N0
0
°
0
7
'
2
0
"
E
4
9
.
1
2
N0
0
°
0
5
'
5
7
"
W
3
3
8
.
3
9
N89°53'13"E 218.70
S0
0
°
1
3
'
2
4
"
E
3
8
8
.
4
1
Billboard Sign
[12] Temporary Easement per Doc. No. 2289830
& Dakota County Right of Way Map No. 265
[18] Access Restriction per Plats of SPIRIT OF BRANDTJEN FARM
& SPIRIT OF BRANDTJEN FARM COMMERCIAL 7TH ADDITION
[26] 30 Foot Wide Utility
Easement per Doc. No. 3153369[26] 30 Foot Wide Utility
Easement per Doc. No. 3153369
[24] Highway Rese
r
v
a
t
i
o
n
A
r
e
a
per Doc Nos. 31536
9
&
3
2
0
6
4
9
6
[26] 50 Foot Wide Utility
Easement per Doc. No. 3153369
[26] 50 Foot Wide Utility
Easement per Doc. No. 3153369
[27] Storm Maintenance Easement per Doc. No. 3185641
[29] 30 Foot Wide Utility
Easement per Doc No. 3263843
[33] Temporary Drainage and Utility
Easement per Doc. No. 3699217
[33] Temporary Drainage and Utility
Easement per Doc. No. 3699217
NO
PARKING
NO
PARKING
NO
PARKING
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
2026
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
05/22/2026 CITY SUBMITTAL
06/19/2026 PERMIT SET
07/08/2026 PERMIT SET
PROJECT MANAGER PATRICK SARVER
CONTACT NUMBER 612-615-0060
DRAWN BY BN
REVIEWED BY PS
PROJECT NUMBER 25554
GO
O
D
W
I
L
L
L
A
K
E
V
I
L
L
E
-
N
O
R
T
H
16
0
T
H
S
T
R
E
E
T
W
E
S
T
,
L
A
K
E
V
I
L
L
E
,
M
N
5
5
0
4
4
GO
O
D
W
I
L
L
I
N
D
U
S
T
R
I
E
S
,
I
N
C
.
55
3
F
A
I
R
V
I
E
W
A
V
E
N
U
E
N
O
R
T
H
,
S
A
I
N
T
P
A
U
L
,
M
N
5
5
1
0
4
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.
07/08/2026
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
E
R
C3.0
GRADING PLAN
GENERAL GRADING NOTES:
1.0' CONTOUR ELEVATION INTERVAL
GRADING PLAN LEGEND:
SPOT GRADE ELEVATION GUTTER
SPOT GRADE ELEVATION TOP OF CURB
SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS
CITY OF LAKEVILLE GRADING NOTES:
1.RESERVED FOR CITY SPECIFIC GRADING NOTES.
EX. 1' CONTOUR ELEVATION INTERVAL
SPOT GRADE ELEVATION (GUTTER/FLOW LINE UNLESS
OTHERWISE NOTED)
CURB AND GUTTER (T.O = TIP OUT)
EMERGENCY OVERFLOW
41.26
1125
891.00 G
891.00 TC
891.00 BS/TS
1137
EOF=1135.52
TO
SPOT GRADE ELEVATION MATCH EXISTING891.00 ME
GB GRADE BREAK - HIGH POINTS
1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITH ARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR
EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED IN
WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION.
2.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.
3.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.
4.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN
ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.
5.ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS
RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE
6.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT
REQUIREMENTS OF THE CITY.
7.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.
8.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.
9.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1.
10.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL
ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL
ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.
12.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT
SUITABLE MATERIAL TO THE SITE.
13.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR
RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL
SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.
14.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED
SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT
HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR
ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL
CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.
15.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE
TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER.
THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH
THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.
16.AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED IN THE GEOTECHNICAL REPORT IN THE FIELD. EXCAVATIONS MUST COMPLY WITH CURRENT OSHA
REQUIREMENTS IN THE CODE OF FEDERAL REGULATIONS PERTAINING TO EXCAVATIONS AND TRENCHES. EXCAVATION SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR.
17.TOLERANCES
17.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE
MEASUREMENT IS MADE.
17.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT
WHERE MEASUREMENT IS MADE.
17.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
17.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.
17.5.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.
18.MAINTENANCE
18.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS.
18.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE
WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.
18.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND
COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.
SEE SWPPP ON SHEETS SW1.0 - SW1.5
EROSION CONTROL NOTES:
CONSTRUCTION LIMITS
REVISION SUMMARY
DATE DESCRIPTION
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
160TH STREET WEST
(C.S.A.H. NO. 46)
(A Public R/W)
(Width Varies)
Billboard Sign
NO
PARKING
NO
PARKING
NO
PARKING
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
2 - QB 2 - GC2
1 - GD
1 - SH2
1 - QB2
1 - SH21 - SH2
2 - AN
1 - SH2
17 - Ss
36 - Ss
18 - Ss
18 - Ss
41 - Ss
20 - Ss
141 sf - Rms
1,982 sf - Bg
136 sf - Rms
318 sf - Rms
140 sf - Rms
141 sf - Rms
308 sf - Rms
866 sf - TGC
4,590 sf - Nms
378 sf - TGC
8 - Ca2
18 - Ca2
374 sf - Rms
155 sf - Rms
SYMBOL CODE QTY COMMON / BOTANICAL NAME SIZE
MULCH - ROCK
Rms 1,713 sf
ROCK MAINT. STRIP & PLANTING BEDS / ROCK MULCH
1.5" DECORATIVE SCREENED ROCK/STONE
INSTALLED 3" DEEP OVER GEOTEXTILE FABRIC.
PROVIDE EDGING AS SHOWN ON LANDSCAPE PLAN.
Mulch
SEED MIXES
TGC 1,244 sf
TURF/GROUND COVER REPAIR / MATCH IN-KIND
REPAIR GROUND COVER AFTER GRADING
OPERATIONS, PROVIDE MATERIALS, INCLUDING
TOPSOIL, TO MATCH EXISTING ADJACENT MATERIALS.
COORD. WORK ON-SITE W/ OWNER
SEED
SHOOTING STAR - SEED MIXES
Nms 4,782 sf
SHOOTING STAR OR EQUAL / NO MOW SEED MIX
NO MOW FINE FESCUE MIX, SHOOTING STAR SEED OR
EQUIV., 25% Hard Fescue, 25% Chewings Fescue, 25%
Creeping Red Fescue, 25% Sheeps Fescue. Install at
+/-225#/ MNDOT TYPE1 MULCH W/STRAW, EROSION
CONTROL BLANKET, OR HYDROMULCH. REFERENCE
MNDOT SEEDING MANUAL
Seed Mix
SOD
Bg 1,033 sf
SOD / BLUE GRASS VARIETIES
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.
Sod
PLANT SCHEDULE
L1.0
LANDSCAPE PLAN
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
2026
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
05/22/2026 CITY SUBMITTAL
06/19/2026 PERMIT SET
07/08/2026 PERMIT SET
PROJECT MANAGER PATRICK SARVER
CONTACT NUMBER 612-615-0060
DRAWN BY BN
REVIEWED BY PS
PROJECT NUMBER 25554
GO
O
D
W
I
L
L
L
A
K
E
V
I
L
L
E
-
N
O
R
T
H
16
0
T
H
S
T
R
E
E
T
W
E
S
T
,
L
A
K
E
V
I
L
L
E
,
M
N
5
5
0
4
4
GO
O
D
W
I
L
L
I
N
D
U
S
T
R
I
E
S
,
I
N
C
.
55
3
F
A
I
R
V
I
E
W
A
V
E
N
U
E
N
O
R
T
H
,
S
A
I
N
T
P
A
U
L
,
M
N
5
5
1
0
4
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.
07/08/2026
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
E
R
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), THIAMETHOXAM (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:
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
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.
SEE SHEET L1.1 FOR PLANTING SCHEDULE
SEE SHEET LT1.0 FOR EXTERIOR LIGHTING PLAN
PLANTING SEASON SCHEDULE
SEASON CONIFEROUS DECIDUOUS REMARKS
SPRING PLANTING APRIL 15 - JUNE 15 APRIL 15 - JUNE 15
FALL PLANTING AUGUST 21 - SEPTEMBER 30 AUGUST 15 - NOVEMBER 15
NOTE: ADJUSTMENTS TO PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT.
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 CEDAR YES NO SEE DETAIL SHT. L1.1
PLANTING BEDS 4" DEPTH, DECORATIVE ROCK MULCH YES NO SEE LEGEND & PLAN
MAINT. STRIP AT BUILDING FOUNDATION NA NA NA
SEED AREAS STRAW NA NA
TEMPORARY STRAW MULCH, INSTALL PER
MNDOT SEEDING MANUAL (LATEST
EDITION)
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 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 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.
LEVEL 1
100' -0"
T.O. CMU
120' -0"
6'-4"6'-0"8'-0"16'-0"8'-0"5'-0"6'-0"5'-0"8'-0"16'-0"8'-0"5'-0"6'-0"9'-8"30'-0"2'-0"3'-4"3'-4"8'-0"12'-0"8'-0"10'-0"
PREFINISHED METAL CAP
FLASHING
INTERNALLY ILLUMINATED SIGNAGE
BY TENANT APPROXIMATELY 62 SF
EIFS DETAIL - COLOR 2
24" X 24" DIAMOND
NORTH ELEVATION
1485 EIFS / 3788 = 39%
96 GLASS / 3788 = 2.5%
21 DOOR / 3788 = 0.5%
2522 BRICK / 3788 = 67%
6'-0 3/8"6'-0"3/4"7'-11 1/4"3/4"7'-11 1/4"3/4"7'-11 1/4"3/4"7'-10 1/2"3/4"5'-0"6'-0"42'-0"6'-0"9'-11 5/8"9'-9"3/4"9'-8 3/4"3/4"9'-9 1/2"8'-11 5/8"3/4"7'-10 1/2"3/4"12'-0"3/4"7'-10 1/2"3/4"9'-8 3/8"
CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ
H.M. DOOR, PAINT TO
MATCH BRICK, TYP.
HEAVY DUTY EIFS -
COLOR 1
UTILITY FACE
BRICK - COLOR 1
UTILITY FACE
BRICK - COLOR 26'
-
8
"
5'
-
4
"
2'
-
6
1
/
2
"
3/
4
"
2'
-
6
3
/
4
"
3/
4
"
2'
-
6
1
/
2
"
LEVEL 1
100' -0"
T.O. CMU
120' -0"
6'-4"14'-0"8'-0"5'-0"6'-0"5'-0"8'-0"16'-0"8'-0"5'-0"1'-6"3'-4"1'-2"5'-0"8'-0"14'-0"6'-4"3'-8"12'-0"4'-0"
PREFINISHED METAL
CAP FLASHING
EIFS DETAIL - COLOR 2
24" X 24" DIAMOND
HEAVY DUTY EIFS -
COLOR 1
UTILITY FACE
BRICK - COLOR 1
UTILITY FACE
BRICK - COLOR 2
EAST ELEVATION
1082 EIFS / 2802 = 39%
64 GLASS / 2802 = 2%
144 OH DOOR / 2802 = 5%
1848 BRICK / 2802 = 66%
INTERNALLY ILLUMINATED SIGNAGE
BY TENANT APPROXIMATELY 62 SF
3'
-
4
"
3'
-
5
"
6'
-
6
"
1'
-
6
"
5'
-
4
"
6'
-
8
"
20
'
-
0
"
6'-0 3/8"7'-0"
3/4"
6'-11 1/4"
3/4"
7'-10 1/2"
3/4"
5'-0"6'-0"42'-0"6'-0"5'-0"
3/4"
7'-10 1/2"
3/4"
6'-11 1/4"
3/4"
7'-0"6'-0 3/8"3'-11 5/8"
3/4"
11'-10 1/2"
3/4"
3'-8 3/8"
CJ CJ CJ CJ CJ CJ CJ CJ
12
'
-
0
"
CJ
LED EXTERIOR WALL
SCONCES
NOTE: VERIFY W/
PHOTOMETRIC PLAN FOR
FINAL WALL PACK
LOCATIONS & HEIGHTS
14'-2"32'-0"24'-0"16'-0"
8"
8"
8"
8"
8"
LEVEL 1
100' -0"
T.O. CMU
120' -0"
6'-4"3'-8"8'-0"6'-6"8'-0"6'-6"6'-0"24'-8"6'-0"6'-6"8'-0"6'-6"8'-0"3'-8"6'-0"4'-1"4'-0"5'-11 3/4"4'-0"5'-11 3/4"3'-4"5'-11 3/4"4'-0"3'-3 3/4"6'-4"3'-0"8'-0"3'-4"10'-0"4'-0"
3'
-
4
"
3'
-
4
"
20
'
-
0
"
26
'
-
8
"
23
'
-
4
"
PREFINISHED METAL
CAP FLASHING
INTERNALLY ILLUMINATED SIGNAGE
BY TENANT APPROXIMATELY 75 SF
PREFINISHED FLUSH SEAM METAL PANEL CANOPY
EIFS DETAIL - COLOR 2
24" X 24" DIAMOND
HEAVY DUTY
EIFS - COLOR 1
CLEAR ANNODIZED ALUMINUM
STOREFRONT
UTILITY FACE
BRICK - COLOR 1
UTILITY FACE
BRICK - COLOR 2
SOUTH ELEVATION
1680 EIFS / 3993 = 42%
530 GLASS / 3993 = 13%
227 DOORS / 3993 = 5%
2078 BRICK / 3993 = 52%
CJ
2'
-
1
0
1
/
2
"
3/
4
"
3'
-
5
1
/
2
"
3/
4
"
3'
-
4
3
/
4
"
3/
4
"
2'
-
9
"
2'
-
0
"
2'
-
0
"
10
'
-
0
"
6'-0 3/8"32'-8"
6'-1 1/4"
3/4"
6'-1 1/4"
3/4"
6'-1 1/4"
3/4"
6'-2"
3'-8 3/8"
3/4"
9'-10 1/2"
3/4"
3'-4"
3/4"
7'-10 1/2"
3/4"
3'-3 5/8"6'-0 3/8"7'-3"
3/4"
9'-3"
3/4"
9'-11"
3/4"
9'-11"
3/4"
4'-1"6'-0"32'-8"
CJ CJ CJ CJ CJ CJCJCJCJCJ
DOCK SEAL
LEVELER PIT & DOCK BUMPERANTI-THEFT PLATES
ANTI-THPOURED CONC WALL @
TRUCK DOCK AREA, 8" BELOW
F.F. AT FACE MASONRY
EFT PLATES
COW TONGUE 12" A.F.F., PROVIDE
ROCK UNDER FOR LANDSCAPING
ALUM ENTRY SYSTEM W/ AUTO SLIDING DOORSPROVIDE 3 CAN LIGHTS IN UNDERSIDE OF CANOPY
18'-0"18'-0"13'-0"16'-0"16'-0"BRICK LEDGE FOR
SLOPING GRADE
1'
-
0
"
8"8"1'
-
4
"
8"8"
8"
LEVEL 1
100' -0"
T.O. CMU
120' -0"
HEAVY DUTY EIFS -
COLOR 1
UTILITY FACE
BRICK - COLOR 1
UTILITY FACE
BRICK - COLOR 2
EIFS DETAIL - COLOR 2
24" X 24" DIAMOND
WEST ELEVATION
1082 EIFS / 3474 = 31%
80 GLASS / 3474 = 2%
144 OH DOOR / 3474 = 4%
2168 BRICK / 3474 = 63%
3'-8 3/8"
3/4"
11'-10 1/2"
3/4"
4'-3 5/8"6'-8 3/8"
3/4"
7'-10 1/2"
3/4"
4'-0"
3/4"
7'-10 1/2"
3/4"
6'-8 3/8"4'-3 5/8"6'-0"4'-0"
3/4"
7'-10 1/2"
3/4"
8'-0"
3/4"
7'-10 1/2"
3/4"
4'-0"6'-0"5'-4"
3/4"
8'-7 1/4"
3/4"
8'-7 1/4"
3/4"
3'-10 1/2"
3/4"
5'-4"6'-0 3/8"
CJ CJ CJ CJ CJ CJ CJ CJ CJCJ
4'-0"12'-0"4'-0"34'-0"4'-0"6'-0"4'-0"8'-0"8'-0"8'-0"4'-0"6'-0"23'-0"9'-0"6'-4"
NOTE: VERIFY W/
PHOTOMETRIC PLAN
FOR FINAL WALL PACK
LOCATIONS & HEIGHTS
INSULATED O.H. DOOR W/ WINDOW,
COLOR TO MATCH BRICK, TYP.
BRICK LEDGE FOR
SLOPING GRADE TO
DOCK
14'-4"24'-0"16'-0"16'-0"16'-0"
8"
8"
8"
4'
-
0
"
8"
1'
-
0
"
8"
Co
p
y
r
i
g
h
t
2
0
2
6
D
J
R
A
r
c
h
i
t
e
c
t
u
r
e
,
I
n
c
.
C B AD
4
3
2
1
333 Washington Ave N, Suite 210
Minneapolis, Minnesota 55401
612.676.2700 www.djr-inc.com
Issue:Date:
Project #:
Date:
Drawn by:
Checked by:
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
E
A200
EX
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
La
k
e
v
i
l
l
e
,
M
i
n
n
e
s
o
t
a
25-103
07.08.2026
VA
SB
GO
O
D
W
I
L
L
-
L
A
K
E
V
I
L
L
E
N
O
R
T
H
1/8" = 1'-0"E2 EXTERIOR ELEVATION -NORTH
1/8" = 1'-0"D1 EXTERIOR ELEVATION -EAST
1/8" = 1'-0"D3 EXTERIOR ELEVATION -SOUTH
1/8" = 1'-0"D4 EXTERIOR ELEVATION -WEST
CITY SUBMITTAL 05.26.2026
CITY RESUBMIITAL 07.08.2026
NO
PARKING
NO
PARKING
NO
PARKING
N Line of Outlot A, SPIRIT OF BRANDTJEN FARM COMMERCIAL 7TH ADDITION
W Line of Outlot A,
SPIRIT OF BRANDTJEN FARM
COMMERCIAL 7TH ADDITION
E Line of Outlot A,
SPIRIT OF BRANDTJEN FARM
COMMERCIAL 7TH ADDITION
30 Foot Wide Access Easement
per Doc. No. 3153369
Portion of Access Easement
to be Removed
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 11th day of May, 2026
______________________________________________
Rory L. Synstelien Minnesota License No. 44565
Project No. 25554.00 SHEET 1 OF 1
80 160
SCALE IN FEET
0
5000 GLENWOOD AVENUE
GOLDEN VALLEY, MN 55422
CivilSiteGroup.com
DESCRIPTION
All those parts of the access easement as created in Document Number 3153369, recorded in the office of the County Recorder, Dakota County,
Minnesota, lying within Outlot A, SPIRIT OF BRANDTJEN FARM COMMERCIAL 7TH ADDITION, according to the recorded plat threof, Dakota County,
Minnesota, described as follows:
The South 92.00 feet of the North 158.00 feet of the East 1.00 feet of the West 15.00 feet of said Outlot A.
and
The South 145.00 feet of the North 211.00 feet of the West 5.00 feet of the East 15.00 of said Outlot A.
Drawn By: CJ
N
NO
PARKING
NO
PARKING
NO
PARKING
NE Corner of Lot 1, Block 1, SPIRIT OF BRANDTJEN FARM COMMERCIAL 8TH ADDITION
W Line of Lot 1, Block 1,
SPIRIT OF BRANDTJEN FARM
COMMERCIAL 8TH ADDITION
E Line of Lot 1, Block 1,
SPIRIT OF BRANDTJEN FARM
COMMERCIAL 8TH ADDITION
S89°47'38"W 219.18
S0
0
°
1
3
'
2
4
"
E
2
2
2
.
6
6
Point of Beginning
of Described CenterlineDescribed Centerline
UTILITY EASEMENT AREA
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 15th day of May, 2026
______________________________________________
Rory L. Synstelien Minnesota License No. 44565
Project No. 25554.00 SHEET 1 OF 1
80 160
SCALE IN FEET
0
5000 GLENWOOD AVENUE
GOLDEN VALLEY, MN 55422
CivilSiteGroup.com
DESCRIPTION
A 20.00 foot wide easement for utiilty purposes over, under and across part of Lot 1, Block 1, SPIRIT OF BRANDTJEN FARM COMMERCIAL 8TH
ADDITION, the centerline of which is described as follows:
Commencing at the northeast corner of said Lot 1; thence on an assumed bearing of South 00 degrees 13 minutes 24 seconds East along the east
line of said Lot 1 for 222.66 to the point of beginning of the centerline to be described; thence South 89 degrees 47 minutes 38 seconds West for
219.18 feet to the west line of said Lot 1 and said centerline there terminating.
The sidelines of said easement shall be prolonged or shortened as to begin on said east line and terminate on said west line.
Drawn By: CJ
N
Temporary Drainage & Utility Easement
To Be Vacated
S Line of OUTLOT A,
SPIRIT OF BRANDTJEN FARM
COMMERCIAL 7TH ADDITION
N Line of OUTLOT A,
SPIRIT OF BRANDTJEN FARM
COMMERCIAL 7TH ADDITION
Temporary Drainage & Utility Easement
To Be Vacated
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 15th day of May, 2026
______________________________________________
Rory L. Synstelien Minnesota License No. 44565
Project No. 25554 SHEET 1 OF 1
80 160
SCALE IN FEET
0
5000 GLENWOOD AVENUE
GOLDEN VALLEY, MN 55422
CivilSiteGroup.com
DESCRIPTION
All those temporary easements for drainage and utility purposes as created in Document Number 3699217, recorded in the office of the County Recorder, Dakota County,
Minnesota, described as lying over, under and across the following described property:
The South 25.00 feet and the North 10.00 feet of Outlot A, SPIRIT OF BRANDTJEN FARM COMMERCIAL 7TH ADDITION, according to the recorded plat thereof,
Dakota County, Minnesota.
Drawn By: CJ
N
NO
PARKING
NO
PARKING
NO
PARKING
50 Foot Wide Utility Easement
per Doc. No. 3153369
Portion of Utility Easement
to be Removed
N Line of Outlot A, SPIRIT OF BRANDTJEN FARM COMMERCIAL 7TH ADDITION
W Line of Outlot A,
SPIRIT OF BRANDTJEN FARM
COMMERCIAL 7TH ADDITION
E Line of Outlot A,
SPIRIT OF BRANDTJEN FARM
COMMERCIAL 7TH 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 11th day of May, 2026
______________________________________________
Rory L. Synstelien Minnesota License No. 44565
Project No. 25554.00 SHEET 1 OF 1
80 160
SCALE IN FEET
0
5000 GLENWOOD AVENUE
GOLDEN VALLEY, MN 55422
CivilSiteGroup.com
DESCRIPTION
All those parts of the utility easement as created in Document Number 3153369, recorded in the office of the County Recorder, Dakota County,
Minnesota, lying within Outlot A, SPIRIT OF BRANDTJEN FARM COMMERCIAL 7TH ADDITION, according to the recorded plat threof, Dakota County,
Minnesota, described as follows:
The South 92.00 feet of the North 158.00 feet of the East 11.00 feet of the West 25.00 feet of said Outlot A.
and
The South 145.00 feet of the North 211.00 feet of the West 15.00 feet of the East 25.00 of said Outlot A.
Drawn By: CJ
N
City of Lakeville
Public Works – Engineering Division
Memorandum
To: Heather Botten, Senior Planner
Chloe Anderson, 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 13, 2026
Spirit of Brandtjen Farm Commercial 8th Addition
• Preliminary Plat Review
• Grading and Erosion Control Plan Review
• Utility Plan Review
• Site Plan Review
Goodwill Easter Seals Real Estate, LLC has submitted a preliminary plat named Spirit of
Brandtjen Farm Commercial 8th 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 plat consists of one lot within one block on 1.95 acres.
The proposed development and site plan will be completed by:
Developer: Goodwill Easter Seals Real Estate, LLC
Engineer/Surveyor: Civil Site Group
SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 88TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT
AAUUGGUUSSTT 1133,, 22002266
PPAAGGEE 22 OOFF 55
SSIITTEE CCOONNDDIITTIIOONNSS
The Spirit of Brandtjen Farm Commercial 8th Addition site consists of 1.95 acres of
undeveloped land. The property generally slopes west to east. There are no wetlands or trees
on the property. There is an existing watermain traversing through the site east and west that
will be removed with development. There are existing public watermain and sanitary sewer
within the private streets on the west and east end of the site that will remain in place.
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 modified and re-dedicated with the final plat
over the area containing existing public utilities that will remain located on the parent parcel.
Private Drive
Spirit of Brandtjen Farm Commercial 8th Addition will be accessed from existing private drives
connecting to Elmhurst Lane and 162nd Street. The private drives will be constructed and
extended to circulate around the proposed site.
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 8th 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.
Spirit of Brandtjen Farm Commercial 8th Addition is located within subdistrict NC-20060 of the
North Creek sanitary sewer district, as identified in the City’s Comprehensive Sewer Plan.
SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 88TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT
AAUUGGUUSSTT 1133,, 22002266
PPAAGGEE 33 OOFF 55
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 8th 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 8th Addition is located within subdistrict NCL-79 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 8th 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 through an assumed impervious surface coverage of 85% for the
site. The impervious coverage exceeding the 85% threshold is required to be collected and
treated on site prior to discharge.
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
SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 88TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT
AAUUGGUUSSTT 1133,, 22002266
PPAAGGEE 44 OOFF 55
a soils report and an as-built certified grading plan have been submitted and approved by
City staff.
Spirit of Brandtjen Farm Commercial 8th Addition contains more than one acre of site
disturbance. A National Pollution Discharge Elimination System General Stormwater Permit
for construction activity is required from the Minnesota Pollution Control Agency for areas
exceeding one acre being disturbed by grading.
The development of Spirit of Brandtjen Farm Commercial 8th 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 within the private
roadways.
Draintile construction is required in areas of non-granular soils 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.
Spirit of Brandtjen Farm Commercial 8th 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.
There are no existing wetlands on the site.
No significant trees are located on the property and a Tree Preservation Plan is not required.
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.
SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 88TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT
AAUUGGUUSSTT 1133,, 22002266
PPAAGGEE 55 OOFF 55
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.
Engineering recommends approval of the Spirit of Brandtjen Farm Commercial 8th Addition
preliminary plat, grading and erosion control plan and utility plan subject to the requirements
and stipulations within this report.