HomeMy WebLinkAboutItem 05b-Globus Business Park-Prelim Plat and CUP1
City of Lakeville
Community Development Department
Memorandum
To: Planning Commission
Heather Botten, Senior Planner
April 8, 2026
Packet Material for the April 16, 2026 Planning Commission Meeting
Globus Business Park -Preliminary plat and CUP
April 25, 2026 (60-day deadline)
Representatives of Globus Transport have submitted an application for a preliminary plat and
conditional use permit for a one lot subdivision to be known as Globus Business Park. The site
includes two parcels, with a lot area of 10.08 acres. The site is located south of Juniper Way
(CSAH 70) and at the terminus of Kenrick Court, east of Kenrick Avenue.
The applicant is proposing an industrial office/warehouse project with an approximate 81,100
square foot building. The property is zoned O-P, Office Park District. Warehouse use requires a
conditional use permit within the O-P, Office Park District.
The preliminary plat plans have been reviewed by Community Development, Engineering,
Environmental Resources, Forestry, and Parks and Recreation Department.
:
A. Aerial Photo Location Map
B. Zoning Map
C. Preliminary Pat
D. Existing Conditions
E. Site Plan
F. Grading and Drainage Plan
2
G. Erosion Control Plan
H. Tree Preservation Plan
I. Landscape Plan
J. Exterior Elevation Plans
K. Dakota County Plat Commission letter dated April 9, 2026
. The property is undeveloped land that historically has been used for
agricultural crop production.
The site is surrounded by the following existing or planned land uses:
North Juniper Way (CSAH 70) and Office Park OP, Office Park District
South Agricultural Property, future Office Park OP, Office Park District
West Commercial Property and City
Owned Property
Commercial and
Restricted Development
C-3, General Commercial
and P/OS, Public Open
Space District
The preliminary plat proposed consists of one lot on one block. The lot is
triangular in shape, 10.08 acres in area with over 1,300 ft of lot width exceeding the minimum lot
area (30,000 square feet) and lot width (100 feet) requirements of the OP District.
Juniper Way (CSAH 70) abuts the proposed preliminary plat to the north. Juniper Way
is a four-lane divided roadway withing a 150-foot wide (75-foot north and south half) right-of-
way. Access to and from the property will be from a right-in/right-out access point onto CSAH
70 and from Kenrick Court.
The Dakota County Plat Commission recommended approval of the preliminary plat at the April
8, 2026 meeting subject to the requirements in the approval letter dated April 9, 2026.
As an industrial type zoning, the tree removal threshold is 70%. The Tree
Preservation Plan identifies 3,453 inches of significant trees located within the project boundary.
The plans propose to remove 2,165 diameter inches, which is below the threshold. The tree
preservation ordinance requires heritage trees to be replaced at 100% of the diameter inches
3
removed, minus any credits for heritage trees saved, up to 50%. Plans show the removal of 193
inches of heritage trees with credits for heritage tree preservation reducing the replacement
requirement to 97 inches. The tree preservation plan shall be updated to comply with the
heritage tree replacement requirement.
All trees identified for preservation shall be protected with appropriate tree protection fencing
and measures installed prior to, and maintained throughout, construction. Any preserved trees
that are damaged or removed during construction will require replacement in accordance with
the Tree Preservation Ordinance.
No wetlands are identified on the property.
Grading, drainage, erosion control, and utility
plans have been submitted with the preliminary plat and are discussed in more detail in the April
8, 2026 engineering report. A copy of the report is attached for your review. The Engineering
Division recommends approval of the Globus Business Park preliminary plat and development
plans subject to the comments outlined in the engineering report.
The City’s Comprehensive Parks, Trails, and Open
Space Plan does not identify any future park land needs in the area of the plat. Park dedication
shall be satisfied with a cash fee in effect at the time of final plat approval.
Development of the site includes the grading and restoration of public trails. A bituminous trail
will be constructed along the south side of Juniper Way (10-feet wide) with a future city and
county capital improvement project. The Developer shall be responsible for 100% of the grading
and restoration for the trail segment along the plat’s frontage.
Development of a warehouse in the O-P District requires a conditional use permit per Section
11-75-7.H of the Zoning Ordinance.
The site development and construction plans propose one building, approximately 81,100 square
feet, to include both office and warehouse type uses. The proposed site plan estimates 10%
office/90% warehouse occupancy, consistent with similar industrial office/warehouse buildings.
The O-P, Office-Park District requires the following setback requirements:
(CSAH 70) (Kenrick Ct)
4
Building Height/Exterior Materials. The proposed building will be one-story and 33 feet in
height, in compliance with O-P District requirements. The building will be constructed with
approximately 99% Grade A materials, consisting of smooth texture pre-cast concrete panels
painted in three different colors. The loading docks will be located on the south and west side of
the building. The exterior building materials and design comply with Zoning Ordinance
requirements for the OP District. The proposed building is compatible with the area in which it
is proposed and consistent in design to other warehouse/office buildings in the OR District, as
allowed by the Zoning Ordinance.
The property will have two egress points, one at the terminus of
Kenrick Couth and the other is a right-in/right-out onto CSAH 70/ Juniper Way. The egress
points have been approved by Engineering and the Dakota County Plat Commission. The
parking lot meets or exceeds the minimum setbacks from a property line. As proposed, the
applicant would need an administrative permit and a deferred parking agreement to have a
reduction in the number of required parking stalls. The site plan demonstrates an area of 12
proof of parking stalls to accommodate the expansion of parking facilities to meet the minimum
requirements if the parking demand exceeds the site supply.
Building Sq. Ft. …………………………..81,107 square feet
Minus 10% of floor area allowed by code..72,996 sq ft
Office Sq. Ft est. 8,111-10%= 7,300 sf
3 spaces per 1,000 sq ft= 22 stalls
Warehouse Sq. Ft. est. 72,996 -10% = 65,696 sq ft
1 space per 1,000 sq ft = 66 stalls
Required……………………………………....88 stalls
Provided……………………………………....78 stalls
Proof of Parking………………….…………..12 stalls
All drive aisles and parking stalls shall comply with the required aisle width and
parking stall dimensions for two-way 90-degree vehicle parking. The site has been designed to
allow semi-truck and trailer and emergency vehicle circulation throughout the site.Employee
and visitor vehicles will park on the east and north side of the building with semi-truck traffic
and trailer storage and parking on the south and west sides of the property.
Outside storage is limited to a maximum of 20% of the gross lot area. The
storage area shall be located in the rear yard and setback at least 30 feet from all property lines.
The storage area shall be screened and landscaped from adjacent properties. Outside storage is
depicted on the site plan in the rear yard, approximately 1 acre in area. This is approximately
10% of the lot area, in compliance with code requirements. The semi-trailer parking on the west
5
side of the building will be limited to semi-trailers as part of the function of the building
occupancy that includes receiving, transferring, shipping of goods and materials, not a storage
area.
The OP District requires a minimum of 30% landscaped area on the
property. The subject property is 10.08 acres in area. The site layout as designed proposes 3.04
acres of greenspace (30.2 %) complying with the minimum requirements.
The landscape plan proposes 33 shade and evergreen trees and a variety of shrubs. Title 11-21-
9.B requires industrial and commercial properties to include perimeter plantings, including
along the right-of-way of the proposed preliminary plat. Additionally, Title 11-75-13 requires the
outdoor storage area to be screened and landscaped from adjacent properties.
The landscape plan shall be revised to include additional landscaping to comply with code
requirements.
All the landscaped areas within and adjacent to the parking lot, including landscaped islands,
shall be irrigated in compliance with the Zoning Ordinance. A financial security will be required
with the final plat to guarantee installation of the approved landscaping. The security amount
will be determined by the developer’s landscaping contractor prior to City Council consideration
of the final plat.
The Zoning Ordinance for the OP District allows one freestanding sign to a maximum
area of 100 square feet and 10 feet in height. The sign shall be located at least 15 from the
property line abutting right-of-way and five feet from a side property line. All wall signs shall
comply with Chapter 11-23 of the City Code. A sign permit shall be issued by the Community
Development Department prior to the installation of any signs.
The submitted lighting plan shows that the proposed lighting on site meets the
Zoning Ordinance requirement of light levels not exceeding one foot candle at the property line
along right-of-way. The light pole height may not exceed 35 feet, and the fixture style shall be
downcast to meet the ordinance requirements. Wall mounted lights shall be downcast fixtures
only. The light fixtures shall meet Zoning Ordinance requirements and shall be reviewed by staff
prior to issuance of an electrical permit.
If trash is kept outdoors in an enclosure, the structure must
meet the requirements of Section 11-18-11, including exterior materials, location, and screening.
All outdoor trash enclosures must be screened with a structure that is a minimum of six feet in
height or one foot taller than the containers and must be constructed of materials that match the
architecture of the principal building.
All rooftop and ground mounted mechanical equipment shall comply
with Section 11-21-13 of city code. Screening materials must be aesthetically harmonious and
compatible with the building.
6
Snow Storage. Snow storage may not take place in required parking spaces. Snow removal is
shown to be stored near the southeast side of the building, out of the required parking areas.
Planning Department staff have determined that Globus Business Park preliminary plat,
preliminary site development plans, and conditional use permit comply with Subdivision and
Zoning Ordinance requirements for the O-P district. Staff recommend approval of the
preliminary plat and conditional use permit subject to the following stipulations:
1. The final plat shall be in substantial conformance with the preliminary plans on file with
the Community Development Department except as may be modified by the conditions
herein.
2. A development contract and related agreements shall be approved by the City Council
with the approval of the final plat.
3. Implementation of the recommendations listed in the engineering report dated April 8,
2026, and any subsequent correspondence.
4. The site and building shall be developed in accordance with the plans approved by the
City Council.
5. The landscape and tree preservation plans shall be revised to comply with code
requirements. A landscaping financial security shall be submitted with the final plat.
6. Snow storage shall not take place in required parking spaces. If there is not adequate
space to store snow on site, snow must be removed from the site.
Approval of a conditional use permit requires adoption of findings of fact by the Planning
Commission and City Council. Draft findings of fact are attached to this report.
City of Lakeville
Public Works – Engineering Division
Memorandum
To: Heather Botten, Senior Planner
Jonathan 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
April 8, 2026
Globus Business Park
• Preliminary Plat Review
• Preliminary Erosion and Sediment Control Plan Review
• Preliminary Grading and Drainage Plan
• Preliminary Utility Plan Review
• Preliminary Tree Preservation Plan Review
Globus Transport, Inc. has submitted a preliminary plat named Globus Business Park. The
proposed subdivision is located south of and adjacent to Juniper Way (CSAH 70) and east of
Kenrick Court. The parent parcels consist of two meets and bounds parcels (PID Nos.
220360003012 and 220360004010) zoned OP, Office Park.
The preliminary plat consists of one (1) lot within one (1) block on 10.08 acres.
The proposed development will be completed by:
Developer: Globus Transport, Inc.
Engineer/Surveyor: Hill Incorporated
GGLLOOBBUUSS BBUUSSIINNEESSSS PPAARRKK –– PPRREELLIIMMIINNAARRYY PPLLAATT
AAPPRRIILL 88,, 22002266
PPAAGGEE 22 OOFF 55
SSIITTEE CCOONNDDIITTIIOONNSS
The subject property is currently undeveloped agricultural land and consists of rolling
topography with existing tree cover and drainage patterns generally flowing west to east.
The site is bounded by Juniper Way to the north and Kenrick Court to the west. Existing public
infrastructure is available adjacent to the site, including watermain, sanitary sewer, and storm
sewer facilities. There is an existing assessment on the property that will be required to be
paid with the final plat.
There are no public easements with the city that are required to be vacated with the
preliminary plat. Perimeter drainage and utility easements shall be provided with the
preliminary and final plat in accordance with city ordinance requirements.
Assessment number 221406 shall be due and payable with the final plat.
Juniper Way (CSAH 70)
The development is located west of and adjacent to Juniper Way, a future minor arterial
County highway, as identified in the City’s Transportation Plan. Juniper Way adjacent to the
site is a four-lane divided rural roadway. The current Dakota County Plat Review Needs Map
indicates a half right-of-way requirement of 75-feet adjacent to the plat. The preliminary plat
was reviewed and recommended for approval by the Dakota County Plat Commission at its
April 8, 2026 meeting. One driveway access is proposed to Juniper Way that will be restricted
as a right-in/right-out.
Kenrick Court
The development includes the extension of Kenrick Court, a local industrial street to
terminate in a cul-de-sac. The Developer shall dedicate the necessary right-of-way to include
the entirety of the proposed cul-de-sac in compliance with City ordinance requirements.
Construction traffic access and egress for grading, utility, and street construction shall be
through Kenrick Court. Access from Juniper Way must be permitted by Dakota County.
Development includes the grading and restoration of public trails. Bituminous trails will be
constructed along the south side of Juniper Way (10-feet wide) with a future city and county
capital improvement project. The Developer will be responsible for 100% of the grading and
restoration for the trail segment along the plats frontage.
GGLLOOBBUUSS BBUUSSIINNEESSSS PPAARRKK –– PPRREELLIIMMIINNAARRYY PPLLAATT
AAPPRRIILL 88,, 22002266
PPAAGGEE 33 OOFF 55
The park dedication requirement for the parent parcels has not been collected and shall be
satisfied through a cash contribution that shall be paid with the final plat.
The development is located within subdistrict SC-10510 of the South Creek sanitary sewer
district as identified in the City’s Comprehensive Sewer Plan.
Development includes the extension of privately owned and maintained sanitary sewer
service. The wastewater from the development will be conveyed via existing trunk sanitary
sewer to the MCES Elko/New Market Interceptor monitored by meter M649 and continue to
the Empire Wastewater Treatment Facility. Sanitary sewer to serve the lot will be extended
from an existing 8-inch stub at the north boundary of the plat.
The Sanitary Sewer Availability Charge has not been collected on the parent parcel and shall
be paid with the building permit.
Development includes the extension of privately owned and maintained watermain service
within the subdivision. Watermain to serve the lot will be extended from a proposed 8-inch
watermain stub at the north boundary of the plat.
There are no existing overhead lines identified on the site.
The development is located within subdistrict SC-005 of the South Creek stormwater district
as identified in the City’s Water Resources Management Plan.
Development includes the construction of one (1) privately owned and maintained
stormwater management basin consisting of a pretreatment forebay and infiltration basin to
collect and treat the stormwater runoff generated from the site. The basin will outlet to the
existing swale on the south end of Juniper Way. A stormwater maintenance agreement (SMA)
will be required with the final plat.
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.
GGLLOOBBUUSS BBUUSSIINNEESSSS PPAARRKK –– PPRREELLIIMMIINNAARRYY PPLLAATT
AAPPRRIILL 88,, 22002266
PPAAGGEE 44 OOFF 55
The development 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. A copy of the Notice of Stormwater Permit Coverage must be submitted to the
City upon receipt from the MPCA.
Development includes the construction of privately owned and maintained storm sewer
systems. Storm sewer will be installed within the subdivision to collect and convey
stormwater runoff generated from within the lot to the proposed privately owned and
maintained stormwater management basin located in the development. Runoff is conveyed
to the existing channel on the south side of Juniper Way.
Draintile construction is required in areas of non-granular soils within the development for
the street sub-cuts and lots. Any additional draintile construction, including perimeter
draintile required for building footings, which is deemed necessary during construction shall
be the Developer’s responsibility to install and finance.
The Storm Sewer Charge has not been collected on the parent parcels and shall be paid with
the final plat.
Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final
construction plans.
The development is shown on the Flood Insurance Rate Map (FIRM #27037C0193E effective
12/2/2011) 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.
A wetland delineation was reviewed and approved 2/24/2026. No wetlands were identified
on the site.
The Tree Preservation Plan submitted with the Globus Business Park preliminary plat
identifies 3,453 inches of significant trees located within the project boundaries. As a Mixed
Use, Commercial, Industrial, or Special District, the tree removal threshold is 70%, or 2,417
inches of allowable tree removal. Plans propose to remove 2,165 diameter inches which is
below the threshold. Heritage trees require the replacement of 100% of the diameter inches
removed, minus any credits for heritage trees saved up to 50%. Plans show the removal of
193 inches of heritage trees with credits for heritage tree preservation reducing the
replacement requirement to 97 inches. Replacement trees will need to be shown on the
GGLLOOBBUUSS BBUUSSIINNEESSSS PPAARRKK –– PPRREELLIIMMIINNAARRYY PPLLAATT
AAPPRRIILL 88,, 22002266
PPAAGGEE 55 OOFF 55
landscape plan and the number of replacement inches met. Currently, tree planting as shown
on the preliminary landscape plan dated 3/6/2026 does not meet the replacement
requirement.
All trees identified for preservation shall be protected with appropriate tree protection
fencing and measures installed prior to, and maintained throughout, construction. Any trees
to be preserved that are damaged or removed during construction will require replacement
in accordance with the Tree Preservation Ordinance.
EERROOSSIIOONN CCOONNTTRROOLL
The Developer is responsible for obtaining an MPCA Construction Permit for the site prior to
construction. The SWPPP was reviewed by the city prior to grading. 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. Any additional measures require shall be installed and maintained by
the Developer.
RREECCOOMMMMEENNDDAATTIIOONN
Engineering recommends approval of the Globus Business Park preliminary plat, grading and
erosion control plan, utility plan and tree preservation plan, subject to the requirements and
stipulations within this report.
That part of the following described property which lies southerly of the southerly right of way line of
County State Aid Highway No. 70 as shown on Dakota County Road Right of Way Map No. 300:
The West 330.00 feet of the West Half of the Northwest Quarter of the Northeast Quarter
(W1/2 of NW 1/4 of NE 1/4), excepting therefrom the North 264.00 feet of the west 165.00 feet
thereof; all in Section Thirty-six (36), Township One Hundred Fourteen (114), Range Twenty-One
(21), according to the Government Survey thereof, Dakota County, Minnesota.
AND
All that part of the Northwest Quarter of the Northeast Quarter of Section 36, Township 114 North,
Range 21 West, Dakota County, Minnesota. lying east of the West 330.00 feet thereof; and lying
southwesterly of a line drawn parallel with and 85.00 feet southwesterly of, as measured at right
angles to, the following described line:
Commencing at a point on the north line of the Northwest Quarter of said Section 3, distant
467.2 feet west of the northeast corner of said Northwest Quarter; thence South 51 degrees 24
minutes 30 seconds East (assuming the north line of said Northwest Quarter bears East-West)
for a distance of approximately 1014.2 feet to the actual point of beginning; thence continuing
South 51 degrees 24 minutes 30 seconds East for approximately 1163.0 feet to a point on the
south line of said Northwest Quarter of the Northeast Quarter of Section 36, distant 134.95 feet
west of the southeast corner thereof and there terminating.
PROPERTY DESCRIPTION
PROJECT NO.
24360-00
CAD FILE
1/14/2026
DATE
REVISIONS
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A.2026-02-11: CITY COMMENTS
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SCALE IN FEET
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PRE
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ZONING INFORMATION
OP, OFFICE PARKCURRENT ZONING:
PROPOSED ZONING:OP, OFFICE PARK
LOTS 1 LOTS
MINIMUM SETBACKS
BUILDING (RIGHT OF WAY)
BUILDING (SIDE AND REAR)
PARKING (RIGHT OF WAY)
PARKING (SIDE AND REAR)
50 FEET
10 FEET
20 FEET
5 FEET
SITE DATA
GROSS AREA 10.08 ACRES
DRAINAGE AND UTILITY EASEMENTS
BEING 5 FEET IN WIDTH, UNLESS
OTHERWISE INDICATED, ADJOINING LOT
LINES, AND BEING 10 FEET IN WIDTH,
UNLESS OTHERWISE INDICATED,
ADJOINING RIGHT OF WAY LINES, AS
SHOWN ON THIS PLAT.
DRAINAGE AND UTILITY EASEMENTS
ARE SHOWN THUS:
DENOTES LIMITED ACCESS
DEDICATED TO DAKOTA COUNTY
ST-1
ST-2
ST-3
ST-4
ST-5
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5
10
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1065
1066
1066
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1062
1061
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10
5
8
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1047
1045104
5
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1047 1045
1051
1048
1051 1048
1051 1050
1051
1052
1055
1057
106
0
1054
1057
1063
106
4
1062
106
5
1067
106
9
107
0
107
1
106
8
10
7
0
107
1
107
0
1069
1067
1065
10
6
3
10
6
6
10
6
1
10
6
5
10
6
5
10
6
2
10
6
1
10
6
6
10
6
5
10
6
1
106
5
1063
1061
1060
1058
1056
1054
1053
1053
1054
105
5
10
5
6
105
7
1058
10
5
9
10
6
0
1052
1051
1050 1049
1048
104
7
1047
105010551060
1065
10
6
6
10
6
1
1060
10
6
4
107
2
107
3
1075
1073
10
7
1
107
0
10
6
8
10
6
6
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4
10
6
2
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105
0
105
1
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8
104
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104
4104
6
10521057105910581056
1054 1053 1051 1049 1048
EX FES
18" INV 1052.49
EX FES
18" INV 1049.63
EX FES
18" INV 1048.01
EX FES
18" INV 1059.62
EX FES
18" INV 1061.20 EX SSMH 100*
RE 1058.01*
8" INV 1040.60 NW*
8' INV 1040.60 SE*
*PER PLAN
EX SSMH 101*
RE 1051.69*
8" INV 1036.08 NW*
8' INV 1036.08 SE*
*PER PLAN
EX SSMH 102
RE 1047.30
8" INV 1031.36 NW*
8" INV 1031.36 NE*
8" INV 1031.36 SW*
8' INV 1031.36 SE*
*PER PLAN
EX SAN STUB*
8" INV 1042.19*
*PER PLAN
EX 12" WM STUB*
INV 1049.00±*
*PER PLAN
EX SAN STUB*
8" INV 1031.55±*
*PER PLAN
EX 12" WM STUB*
*PER PLAN
EX 1
2
"
P
V
C
W
M
EX 8
"
P
V
C
S
A
N
EX 18
"
C
M
P
EX 1
8
"
C
M
P
EX 8
"
P
V
C
S
A
N
EX 1
2
"
P
V
C
W
M
EX
8
"
P
V
C
S
A
N
EX
1
2
"
P
V
C
W
M
1062
1045
1050
1055
1060
1065
JUN
I
P
E
R
W
A
Y
(
C
O
U
N
T
Y
R
O
A
D
7
0
)
EX 40 LF - 8" PVC @ 0.50%
KENR
I
C
K
C
O
U
R
T
PROJECT NO.
24360
CAD FILE
01/16/2026
DATE
REVISIONS
DRAWN BY
Da
t
e
:
Re
g
.
N
o
.
BR
A
D
Y
B
U
S
S
E
L
M
A
N
44
5
7
9
1/
1
6
/
2
0
2
6
2026-02-13 CITY COMMENTS
29
9
9
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M
N
5
5
0
4
4
PRE
L
I
M
I
N
A
R
Y
2026-02-24 CITY COMMENTS
2026-03-02 CITY COMMENTS
2026-03-04 TREE INVENTORY
2026-03-24 CITY COMMENTS
F:
\
_
C
i
v
i
l
3
D
P
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t
s
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M
24360EXC
C102
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
JSO
LEGEND
Know what's below.
before you dig.Call
R
SCALE IN FEET
0 60 120
EXISTING TREELINE/TREES
>
I
EXISTING STORM SEWER
EXISTING SANITARY SEWER
EXISTING WATERMAIN
>
I
S
EXISTING CURB & GUTTER
EXISTING ASPHALT
EXISTING CONCRETE
SB-1
EXISTING CONTOUR923
EXISTING SOIL BORING LOCATION
EXISTING SIGN
NO P
A
R
K
I
N
G
NO P
A
R
K
I
N
G
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
PSL PSL PSL PSL PSL PSL PSL PSL PSL PSL PSL PSL PSL PSL PSL PSL PSL PSL PSL PSL PSL PSL PSL PSL PSL PSL PSL
12'
PROPOSED
INFILTRATION BASIN
20
D
9'
B
20
D
180'
PROPOSED
BUILDING
81,107 SF
FFE=1060.00
38 TRUCK DOCKS
OFFICE AREA
8,111 SF
B
18
300'
A
12'
BOC
20'
BOC
14'
18'
8'BOC
18'
9'
9'
30'
24'
60'
PROPOSED RIGHT TURN LANE
R20
'
PROPOSED GATE
R25'
R5'
36'
A
20
18'
KENR
I
C
K
C
T
12
10'
JUN
I
P
E
R
W
A
Y
(
C
O
U
N
T
Y
R
O
A
D
7
0
)
9'
60'
R2
5
'
16 T
R
U
C
K
S
P
A
C
E
S
27 T
R
U
C
K
S
P
A
C
E
S
10
'
BO
C
18
T
R
U
C
K
S
P
A
C
E
S
R30'
20
'
BO
C
R3
0
'
120
'
E
30
'
E
R3
0
'
R30
'
18'
200'
200'
R5
0
'
PROPOSED
FOREBAY
9'
G
F
F
R10
0
'
PROPOSED CUL-DE-SAC
I
I
H
H
H
H
H
H
H
H
J
J
8'
2'
K
K8'2'
RIGHT-OF-WAY EASEMENT
15'
18'
24'
24'
R5'
R50
'
R5
'
R5'
19
.
2
'
28.3'
R5
0
'
36'
10'
R5
'
R10'
120
'
R45'
R45'BOC
38
.
7
'
44.7'
43.5'
R10'
R50
'
R5'
R5
'
G
L
LL
L
L
L
L
L
L
PROJECT NO.
24360
CAD FILE
01/16/2026
DATE
REVISIONS
DRAWN BY
Da
t
e
:
Re
g
.
N
o
.
BR
A
D
Y
B
U
S
S
E
L
M
A
N
44
5
7
9
1/
1
6
/
2
0
2
6
2026-02-13 CITY COMMENTS
29
9
9
W
E
S
T
C
.
R
.
4
2
,
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1
0
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0
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B
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D
T
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U
I
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E
2
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0
L
A
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L
L
E
,
M
N
5
5
0
4
4
PRE
L
I
M
I
N
A
R
Y
2026-02-24 CITY COMMENTS
2026-03-02 CITY COMMENTS
2026-03-04 TREE INVENTORY
2026-03-24 CITY COMMENTS
F:
\
_
C
i
v
i
l
3
D
P
r
o
j
e
c
t
s
\
2
4
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2
4
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2
0
2
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1
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:
1
3
A
M
24360SITE
C600
JSO
Know what's below.
before you dig.Call
R
SCALE IN FEET
0 50 100
SI
T
E
P
L
A
N
LEGEND
EXISTING CURB & GUTTER
EXISTING ASPHALT
EXISTING CONCRETE
PROPOSED CONCRETE
PROPOSED INFILTRATION BASIN
PROPOSED CURB & GUTTER
DEVELOPMENT SUMMARY
GROSS PROPERTY AREA 13.74 ACRES/ 598,583 SF
PROJECT AREA 10.08 ACRES/ 439,044 SF
EXISTING ZONING OP, OFFICE PARK
PROPOSED ZONING OP, OFFICE PARK
BUILDING
GROSS FLOOR AREA 81,107 SF
WAREHOUSE FLOOR AREA 72,996 SF
OFFICE FLOOR AREA 8,111 SF
CODE MAXIMUM HEIGHT SIX STORIES OR 65 FEET
PARKING
PARKING STALLS REQUIRED:
WAREHOUSE:1 SPACE PER 1,000 SF
OFFICES:3 SPACE PER 1,000 SF
PROPOSED PARKING REQUIRED
WAREHOUSE (FLOOR AREA MINUS 10%)65,696 SF AT 1 PER 1,000 = 66 STALLS
OFFICE (FLOOR AREA MINUS 10%)7,300 SF AT 3 PER 1,000 = 22 STALLS
TOTAL REQUIRED 88 STALLS
PARKING STALLS PROVIDED
PROPOSED STALLS 78 STALLS
PROOF OF PARKING 12 STALLS
TOTAL AVAILABLE PARKING 90 STALLS
GREEN SPACE
GREEN SPACE REQUIRED (30%)3.02 ACRES / 131,713 SF
GREEN SPACE PROPOSED (30.2%)3.04 ACRES / 132,422 SF
OUTDOOR STORAGE
MAXIMUM ALLOWED (20%)2.02 ACRES / 87,809 SF
PROPOSED AS SHOWN ON PLAN* (10.7%)1.08 ACRES / 46,845 SF
TRUCK SPACES PROVIDED 61 SPACES
*ACTUAL OUTDOOR STORAGE WILL VARY BUT SHALL NOT EXCEED 20%
SETBACKS
BUILDING SETBACK (RIGHT-OF-WAY)50 FEET
BUILDING SETBACK (SIDE/REAR)10 FEET
PARKING SETBACK (RIGHT-OF-WAY)20 FEET
PARKING SETBACK (SIDE/REAR)5 FEET
KEY NOTES
EXISTING SITE ACCESSA
10' WIDE CONCRETE PAD FOR SEMI-TRAILERSB
CONNECT TO EXISTING STREETC
20 NUMBER OF PARKING SPACES PER ROW
CONCRETE DRIVEWAY APROND
PARKING SETBACK LINEPSLPSLPSL
BUILDING SETBACK LINEBSLBSLBSL
OUTDOOR STORAGE AREAE
PROOF OF PARKING AREASF
RETRAINING WALLG
PROPOSED SEDIMENT BASIN
PROPOSED ASPHALT SURFACE
B612 CONCRETE CURB AND GUTTERH
B618 CONCRETE CURB AND GUTTERI
CONCRETE PEDESTRIAN RAMPJ
8' WIDE BITUMINOUS TRAILK
LIGHT POLEL
OUTDOOR STORAGE AREA
PROPOSED LIGHT POLE
1059
10
5
5
1055
10
5
6
105
7
105
4
105
5
1054
1053
1052
1053 1052 1050 1049
1048 1047
1047
1048
104
9
1050
1051
1048
1046
1046
1045
1050
1051
105
7
10
5
8
105
9
10
6
0
10
6
0
10
6
1
10
6
6
10
6
5
10
6
6
10
6
5
10
5
9
10
6
0
1061
1060
1058
1057
1056
1055
1053
1051
10
6
2
106
3
1065
1065
1064
10
6
3
10
6
4
10
6
5
10
6
7
1066
106
5
1067
106
8
1058
10
6
1
10
6
2
1064
1066
1066
106
5
1062
1061 1058
1057
1056
1054
1058
1058
1060
1059
1062
10
6
4
10
6
1
106
0
10
6
5
1065
107
0
1065
106
0
1055
1050
105
0
105
5
10
6
0
10
6
5
10
7
0
1075
1075
1060
1055
1050
1045
1045
10
5
0
105
5
10
6
0
10
6
5
10
7
0
10
7
5
10
8
0
10
7
6
10
7
7
10
7
8
1062
10
6
5
1066
1056
1047
1047
1048
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
>
>
>
>
>
>
>>
>
>
>
>
>
>
I
I
I
I
>>>>>>>>>>>>>>>>>>>>>>>
>
>>
>
NO PA
R
K
I
N
G
NO P
A
R
K
I
N
G
X
X
X
X
X
X
X
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ST-1
ST-2
ST-3
ST-4
ST-5
EOF
EOF
EOF
EOF
EO
F
EO
F
EOF
EOF
EOF
EOF
EOF
1050.00
EOF
HWL
HWL
HWL
HWL
HW
L
HWL
HW
L
HW
L
HW
L
HW
L
HW
L
HW
L
HW
L
HW
L
HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL
HWL
HWL
HWL
HWL
HWL
HWL
HWL
HWL
HWL
HWL
JUN
I
P
E
R
W
A
Y
(
C
O
U
N
T
Y
R
O
A
D
7
0
)
EX FES
18" INV 1052.49
EX FES
18" INV 1049.63
EX FES
18" INV 1048.01
EX FES
18" INV 1059.62
EX FES
18" INV 1061.20
EX SSMH 100*
RE 1058.01*
8" INV 1040.60 NW*
8' INV 1040.60 SE*
*PER PLAN
EX SSMH 101*
RE 1051.69*
8" INV 1036.08 NW*
8' INV 1036.08 SE*
*PER PLAN
EX SSMH 102
RE 1047.30
8" INV 1031.36 NW*
8" INV 1031.36 NE*
8" INV 1031.36 SW*
8' INV 1031.36 SE*
*PER PLAN
EX SAN STUB*
8" INV 1042.19*
*PER PLAN
EX 12" WM STUB*
INV 1049.00±*
*PER PLAN
EX SAN STUB*
8" INV 1031.32*
*PER PLAN
EX 12" WM STUB*
*PER PLAN
EX 12
"
P
V
C
W
M
EX 8
"
P
V
C
S
A
N
EX 18
"
C
M
P
EX 1
8
"
C
M
P
EX 8
"
P
V
C
S
A
N
EX 12
"
P
V
C
W
M
EX
8
"
P
V
C
S
A
N
EX
1
2
"
P
V
C
W
M
KENR
I
C
K
C
O
U
R
T
PROPOSED
BUILDING
81,107 SF
FFE=1060.00
38 TRUCK DOCKS
TC/C
B1055
.
5
9
TC/C
B
/
L
P
1058
.
3
5
TC/C
B
/
L
P
1058
.
3
5
TC
1063.00
TC
10
5
8
.
4
0
10
5
8
.
3
8
TC
TC/H
P1058
.
9
5
TC/H
P1058
.
9
5
TC/H
P1058
.
9
7
TC1058
.
8
1
1053
.
6
4TC/C
B
TC
1053.06
TC/G1050
.
8
8
TC/G1052
.
1
3
1058
.
9
1
1058
.
9
1
TC1059
.
7
3
G1059
.
2
3
TC1059
.
7
3
G1059
.
2
3
TC/G1059
.
2
3
TC/G1059
.
2
3
1056
.
3
3
TC
TC1055
.
9
0
105
6
.
4
5
TC
105
6
.
1
2
TC
105
7
.
0
0
TC
105
7
.
6
2
TC
1059
.
6
5
TC
1059
.
6
5TC
TC1059
.
2
3
TC1059
.
2
3
TC1059
.
2
3
TC
1055.88
TC1055.65
105
5
.
9
0
TC
1059.2
3
TC
TC/G
1059.95
1059.95
1056.00
10
5
6
.
0
0
1056
.
0
0
1059
.
9
5
105
9
.
9
5
TC/
G
105
8
.
7
0
TC
105
5
.
5
0
EX B
E1051
.
2
1
EX B
E1051
.
6
6
EX B
E1052
.
1
2
EX B
E1052
.
7
0
EX B
E1053
.
2
6
EX B
E1055
.
3
7
EX B
E1056
.
6
0
EX B
E1058
.
0
8
EX B
E1059
.
6
8
EX B
E1060
.
7
9
1060
.
2
9BE
EX B
E1060
.
4
1
BE1059
.
4
0
BE1057
.
8
0
BE1056
.
3
1
BE1055
.
0
9
BE1052
.
9
8
BE1052
.
4
2
1059
.
5
0
1059
.
9
5
105
5
.
8
2
TC
1054.22
TC/CB/LP
1055
.
7
0TC
1054
.
8
8TC
1056.28
TC
1055.77
TC
1059.38
TC1063.50
TC
TC/HP
1066.33
1063
.
7
7
TC
1065
.
4
5
EX TC
/
C
B
1055
.
6
2
TC
1055
.
1
0
10
5
5
.
1
0
CB
/
L
P
10
5
3
.
7
0
HP
10
5
4
.
7
0
HP
10
5
4
.
7
0
HP1054
.
6
9
HP1054
.
7
0
HP1054
.
7
0
HP1054
.
7
0
CB
/
L
P
10
5
3
.
6
8
CB
/
L
P
10
5
3
.
7
0
CB/L
P1053
.
7
0
CB/L
P1053
.
7
0
CB/L
P1053
.
7
0
1058.40
TC
1058
.
3
2TC
BW:1060.69
BW:1058.50
BW:1058.50
TW:1058.80
TW:1064.00
TW:1061.02
4.00%
4.00%
3.71%
5.00%
3.60%
3.35%
1.80
%
1.80
%
3.
2
6
%
2.
6
0
%
5.1
2
%
2.69%
2.33%
3.4
5
%
1.62
%
4.73%
1055
.
2
5
1055
.
2
5
10
5
5
.
2
5
9.40%
9.40
%
3.
7
8
%
1055
105
6
105
7
105
8
105
9
10
6
0
10
6
1
10
6
2
10
6
3
10
5
5
1.50%
1.50
%
1055
1057
1058
1059
10
5
6
10
5
7
10
5
8
105
3
10
5
4
10
5
5
105
2
1051
1052
1053
1054
1055
1056
1057
1058
1056
1058
105
7
1060
1061
10
5
9
10
6
3
106
6
10
5
5
10
5
6
10
5
7
10
5
5
10
5
6
10
5
7
1049
1049
10
4
9
10
4
9
10
3
6
1044
10
4
5
10
4
6
1049 1050
10501051
104
6
1046
1050
1046
105
0
104
6
103
6
105610601061
1058
.
4
5
G/HP
1058
.
4
5
G/HP
1058
.
4
7
G/HP
1.67%
1.52%
1.67%
1.67%
1.59%
1.
6
5
%
1.
7
0
%
1.
5
5
%
1.
7
0
%
1.65%
1.67%
1.67%
105
7
.
0
0
0.68%
0.60
%
1058
.
5
1TC/C
B
0.60
%
0.60
%
0.75%
0.60
%
4.14%
PROPOSED POND 1P
INFILTRATION BASIN
10-YR HWL 1048.19
100-YR HWL 1049.41
BOTTOM ELEV 1046.00
PRIMARY OLE 1047.50
RETENTION VOL 0.607 AC-FT
PROPOSED RETAINING WALL
PEAK HEIGHT AT 5.50-FT
10
6
4
10
6
5
TC/
C
B
/
L
P
1065
.
7
2
REMOVE EX 18" CMP
REGRADE SWALE
1060
1062
1062
1061
1063
1048
PROPOSED POND 2P
PRETREATMENT FOREBAY
10-YR HWL 1048.44
100-YR HWL 1049.43
BOTTOM ELEV 1036.00
OLE TO POND 1P 1046.00
DEAD STORAGE 0.894 AC-FT
PRIMARY OLE 1047.50
RETETENTION VOL 0.362 AC-FT
EX TC
1066.
1
1
1056
10
5
7
10
5
7
10
5
8
10
5
9
1060
1062
1063
1060
1057
1051
1046
10
6
6
.
0
1059.6
6
TC
1059
.
6
5
TC
TC1059
.
2
3
TC
1065
.
6
4
2.86%
4.28
%
2.95%
3.27%
1059
.
8
3
1059
.
3
3
1059
.
3
3
1059
.
8
3
1059
.
8
3
1059
.
9
5
1059
.
9
5
1059
.
9
5
1059
.
9
5
TC
105
6
.
4
0
TC/
H
P
105
8
.
4
0
105
9
.
8
0
TC/
H
P
105
9
.
9
5
BW:1060.36TW:1062.00
BW:1055.88TW:1056.22
TW:1056.44
BW:1054.37
1055.01
TW:1057.01
BW:1051.00
TW:1058.44BW:1051.00
TW:1055.54
BW:1051.00
TW:1053.64BW:1053.47
PRO
P
O
S
E
D
R
E
T
A
I
N
I
N
G
W
A
L
L
PEA
K
H
E
I
G
H
T
A
T
7
.
4
4
-
F
T
10
5
6
10
5
7
1.31%
1065
.
6
1
EX B
I
T
1054
.
1
9TC/C
B
TC/G1053
.
5
5
TC/G1053
.
4
0
TC/G1052
.
8
8
TC/G1053
.
0
2
1055
.
4
0TC
1051
1050
104
5
105
0
1050
1051
GRADE EOF PER DETAIL
ON THIS SHEET
TC/
C
B
105
7
.
4
7
1055
1056
1057
105
8
105
9
106
0
106
1
PROJECT NO.
24360
CAD FILE
01/16/2026
DATE
REVISIONS
DRAWN BY
Da
t
e
:
Re
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.
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2026-02-13 CITY COMMENTS
29
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PRE
L
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M
I
N
A
R
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2026-02-24 CITY COMMENTS
2026-03-02 CITY COMMENTS
2026-03-04 TREE INVENTORY
2026-03-24 CITY COMMENTS
F:
\
_
C
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v
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3
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2
4
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A
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24360G
C400
GR
A
D
I
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G
&
D
R
A
I
N
A
G
E
P
L
A
N
JSO
LEGEND
Know what's below.
before you dig.Call
R
SCALE IN FEET
0 60 120
PROPOSED CONTOUR923
PROPOSED CONCRETE
PROPOSED INFILTRATION BASIN
PROPOSED WATERMAINII
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER>>
PROPOSED RETAINING WALL
EOF PROPOSED EMERGENCY OVERFLOW
PROPOSED GRADING LIMITS
PROPOSED CURB & GUTTER
PROPOSED DIRECTION OF DRAINAGE
SPOT ELEVATION1051.8
EXISTING TREELINE/TREES
>
I
EXISTING STORM SEWER
EXISTING SANITARY SEWER
EXISTING WATERMAIN
>
I
S
EXISTING CURB & GUTTER
EXISTING ASPHALT
EXISTING CONCRETE
SB-1
EXISTING CONTOUR923
EXISTING SOIL BORING LOCATION
EXISTING SIGN
PROPOSED ASPHALT SURFACE
PROPOSED SEDIMENT BASIN
ACRONYMS
BE = BITUMINOUS EDGE
BW = BOTTOM OF WALL
CB = CATCH BASIN
EX = EXISTING
HP = HIGH POINT
LP = LOW POINT
TC = TOP OF CURB
TW = TOP OF WALL
>>PROPOSED DRAINTILE>>
PROPOSED LIGHT POLE
I
I
I
I
I
I
I
I
I
I
I
I
I
I
>
>
>
>
>
>
I
I
>>>>>>>>>>>
>
>
NO P
A
R
K
I
N
G
NO PA
R
K
I
N
G
X
X
X
105
9
10
5
5
1055
10
5
6
105
7
105
4
105
5
1054
1053
1052
1053 1052 1050 1049 1048 1047
1047
1048
104
9
1050
1051
1048
1046
104
6
1045
1050
1051
105
7
10
5
8
105
910
6
0
10
6
0
10
6
1
10
6
6
10
6
5
10
6
6
10
6
5
10
5
9
10
6
0
1061
1060
1058
1057
1056
1055
105
3
1051
10
6
2
106
3
106
5
1065
1064
10
6
3
10
6
4
10
6
5
10
6
7
1066 106
5
106
7
106
8
1058
10
6
1
10
6
2
1064
1060
1066
1066
106
5
1062
1061 1058 1057
1056
1054
1058
1058
1060
1059
1062
10
6
4
10
6
1
106
0
10
6
5
1065
107
0
1065
106
0
1055
105
0
105
0
105
5
10
6
0
10
6
5
10
7
0
1075
1075
1060
1055
1050
1045
1045
10
5
0
105
5
10
6
0
10
6
5
10
7
0
10
7
5
10
7
6
10
7
7
10
7
8
107
9
10
8
0
10
8
1
1062
10
6
5
1066
1056
1047
1047 1048
ST-1
ST-2
ST-3
ST-4
ST-5
EOF
EOF
EOF
EOF
EO
F
EO
F
EOF
EOF
EOF
EO
F
EOF
1050.00
EOF
HWL
HWL
HW
L
HW
L
HW
L
HW
L
HW
L
HWL HWL HWL HWL HWL HWL HWL HWL
HW
L
HWL
HWL
HWL
HWL
JUN
I
P
E
R
W
A
Y
(
C
O
U
N
T
Y
R
O
A
D
7
0
)
EX FES
18" INV 1052.49
EX FES
18" INV 1049.63
EX FES
18" INV 1048.01
EX FES
18" INV 1059.62
EX FES
18" INV 1061.20
EX SSMH 100*
RE 1058.01*
8" INV 1040.60 NW*
8' INV 1040.60 SE*
*PER PLAN
EX SSMH 101*
RE 1051.69*
8" INV 1036.08 NW*
8' INV 1036.08 SE*
*PER PLAN
EX SSMH 102
RE 1047.30
8" INV 1031.36 NW*
8" INV 1031.36 NE*
8" INV 1031.36 SW*
8' INV 1031.36 SE*
*PER PLAN
EX SAN STUB*
8" INV 1042.19*
*PER PLAN
EX 12" WM STUB*
INV 1049.00±*
*PER PLAN
EX SAN STUB*
8" INV 1031.32*
*PER PLAN
EX 12" WM STUB*
*PER PLAN
EX 12
"
P
V
C
W
M
EX 8
"
P
V
C
S
A
N
EX 18
"
C
M
P
EX 18
"
C
M
P
EX 8
"
P
V
C
S
A
N
EX 1
2
"
P
V
C
W
M
EX
8
"
P
V
C
S
A
N
EX
1
2
"
P
V
C
W
M
KENR
I
C
K
C
O
U
R
T
PROPOSED
BUILDING
81,107 SF
FFE=1060.00
38 TRUCK DOCKS
1055
105
6
105
7
105
8
105
9
10
6
0
10
6
1
10
6
2
10
6
3
10
5
5
1055
1057
1058
1059
10
5
6
10
5
7
10
5
8
105
3
10
5
4
10
5
5
105
2
1051
1052
1053
1054
1055
1056
1057
1058
1056
1058
105
7
1060
1061
10
5
9
10
6
3
10
6
6
10
5
5
10
5
6
10
5
7
10
5
5
10
5
6
10
5
7
1049
1049
10
4
9
10
4
9
10
3
6
1044
10
4
5
10
4
6
1049 1050
10501051
104
6
1046
1050
1046
105
0
104
6
103
6
105610601061
PROPOSED POND 1P
INFILTRATION BASIN
10-YR HWL 1048.19
100-YR HWL 1049.41
BOTTOM ELEV 1046.00
PRIMARY OLE 1047.50
RETENTION VOL 0.607 AC-FT
10
6
4
10
6
5
REMOVE EX 18" CMP
REGRADE SWALE
1060
1062
106
2
106
1
1063
1048
PROPOSED POND 2P
PRETREATMENT FOREBAY
10-YR HWL 1048.44
100-YR HWL 1049.43
BOTTOM ELEV 1036.00
OLE TO POND 1P 1046.00
DEAD STORAGE 0.894 AC-FT
PRIMARY OLE 1047.50
RETETENTION VOL 0.362 AC-FT
1056
10
5
7
10
5
7
10
5
8
10
5
9
1060
1062
1063
1060 1057
1051
1046
10
5
6
10
5
7
1051
1050
104
5
105
0
1050
1051
GRADE EOF PER DETAIL
ON THIS SHEET
1055
1056
105
7
105
8
105
9
106
0
106
1
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>>
>>
>>
I
I
I
I
I
I
I
I
I
I
II
I
I
I
I
I
I
I
I
I
I
I
I
I
I
oooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo
oooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo
DOUBLE ROW SILT FENCE
POST-GRADING
llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll
lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll>
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PROJECT NO.
24360
CAD FILE
01/16/2026
DATE
REVISIONS
DRAWN BY
Da
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2026-02-13 CITY COMMENTS
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PRE
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2026-02-24 CITY COMMENTS
2026-03-02 CITY COMMENTS
2026-03-04 TREE INVENTORY
2026-03-24 CITY COMMENTS
F:
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24360ERC
C301
JSO
Know what's below.
before you dig.Call
R
SCALE IN FEET
0 60 120
ER
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2
NOTES
1.RESPREAD A MIN. 6" TOPSOIL ON ALL AREAS HAVING FINAL STABILIZATION OF SEED
& MULCH, TURF AND LANDSCAPING.
2.RESTORE DISTURBED AREAS "MESIC INSLOPE" GENERAL SEED MIX, SOD OR EQUAL,
UNLESS OTHERWISE NOTED.
3.INFILTRATION BASIN NOTES:
3.a.AVOID EXCAVATING THE INFILTRATION BASIN WITHIN 3 FEET OF FINAL GRADE
BEFORE STABILIZING THE DRAINAGE AREA.
3.b.AVOID CONSTRUCTION TRAFFIC OVER INFILTRATION AREAS TO MINIMIZE
COMPACTION.
3.c.AFTER DRAINAGE AREA STABILIZATION, THE BASIN BOTTOM SHALL HAVE 3"
TOPSOIL TILLED INTO THE TOP 12" OF THE NATIVE SOILS.
4.IF SEDIMENT TRACKING OCCURS, INSTALL INLET PROTECTION IN NEARBY CATCH
BASINS ALONG THE HAUL ROUTE.
5.INSTALL EROSION CONTROL BLANKET ON 3:1 SLOPES UPGRADIENT OF THE
PONDING AREA.
LEGEND
PROPOSED SILT FENCEooooooooooooooooooooooooooooooooooooo
PROPOSED SILT FENCE POST CONSTRUCTION
PROPOSED WIMCO OR EQUAL
POST STORM SEWER CONSTRUCTION
PROPOSED YARD CB INLET PROTECTION POST
STORM SEWER CONSTRUCTION
PROPOSED TEMPORARY ROCK
CONSTRUCTION ENTRANCE
PROPOSED MNBWSR SEED MIX 33-261
PROPOSED CONTOUR923
PROPOSED CONCRETE
PROPOSED INFILTRATION BASIN
PROPOSED WATERMAINII
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER>>
PROPOSED RETAINING WALL
EOF PROPOSED EMERGENCY OVERFLOW
PROPOSED GRADING LIMITS
PROPOSED CURB & GUTTER
EXISTING TREELINE/TREES
>
I
EXISTING STORM SEWER
EXISTING SANITARY SEWER
EXISTING WATERMAIN
>
I
S
EXISTING CURB & GUTTER
EXISTING ASPHALT
EXISTING CONCRETE
SB-1
EXISTING CONTOUR923
EXISTING SOIL BORING LOCATION
EXISTING SIGN
PROPOSED ASPHALT SURFACE
PROPOSED SEDIMENT BASIN
>>PROPOSED DRAINTILE>>
PROPOSED SILT FENCE POST CONSTRUCTIONllllllllllllllllllllllllllllllllllll
TEMPORARY SEDIMENT TRAP
CONTRIBUTING DRAINAGE AREA=10.6 AC
CONTRIBUTING DISTURBED AREA=8.8 AC
TOP OF BERM=1059.0
TEMP. DITCH OLE=1048.0
VOLUME PROVIDED BELOW OLE=1.392 AC-FT
TEMP. RIPRAP OVERFLOW
TEMP. DITCH OLE=1048.0
PRIOR TO STORM CONSTRUCTION
3'
2'
/
V
A
R
I
E
S
2:12:1
TEMPORARY DIVERSION DITCH
TYPICAL SECTION
NOT TO SCALE
PROPOSED GRADE OR
HOLDDOWN GRADE
PROPOSED EROSION CONTROL BLANKET
I
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NO PA
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X
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>>
>>
>>
>>
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>>
>>
>>
105
9
10
5
5
1055
10
5
6
105
7
105
4
105
5
1054
1053
1052
1053 1052 1050 1049 1048 1047
1047
1048
104
9
1050
1051
1048
1046
1046
1045
1050
1051
105
7
10
5
8
105
910
6
0
10
6
0
10
6
1
10
6
6
10
6
5
10
6
6
10
6
5
10
5
9
10
6
0
1061
1060
1058
1057
1056
1055
1053
1051
10
6
2
106
3
106
5
1065
1064
10
6
3
10
6
4
10
6
5
10
6
7
1066 106
5
106
7
106
8
1058
10
6
1
10
6
2
1064
1060
1066
1066
106
5
1062
1061 1058 1057
1056
1054
1058
1058
1060
1059
1062
10
6
4
10
6
1
106
0
10
6
5
1065
107
0
1065
106
0
1055
105
0
105
0
105
5
10
6
0
10
6
5
10
7
0
1075
1075
1060
1055
1050
1045
1045
10
5
0
105
5
10
6
0
10
6
5
10
7
0
10
7
5
10
7
6
10
7
7
10
7
8
107
9
10
8
0
10
8
1
1062
10
6
5
1066
1056
1047
1047 1048
ST-1
ST-2
ST-3
ST-4
ST-5
EOF
EOF
EOF
EOF
EO
F
EO
F
EOF
EOF
EOF
EOF
EOF
1050.00
EOF
HWL
HWL
HW
L
HW
L
HW
L
HW
L
HW
L
HWL HWL HWL HWL HWL HWL HWL HWL
HW
L
HWL
HWL
HWL
HWL
JUN
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R
W
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(
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0
)
EX FES
18" INV 1052.49
EX FES
18" INV 1049.63
EX FES
18" INV 1048.01
EX FES
18" INV 1059.62
EX FES
18" INV 1061.20
EX SSMH 100*
RE 1058.01*
8" INV 1040.60 NW*
8' INV 1040.60 SE*
*PER PLAN
EX SSMH 101*
RE 1051.69*
8" INV 1036.08 NW*
8' INV 1036.08 SE*
*PER PLAN
EX SSMH 102
RE 1047.30
8" INV 1031.36 NW*
8" INV 1031.36 NE*
8" INV 1031.36 SW*
8' INV 1031.36 SE*
*PER PLAN
EX SAN STUB*
8" INV 1042.19*
*PER PLAN
EX 12" WM STUB*
INV 1049.00±*
*PER PLAN
EX SAN STUB*
8" INV 1031.32*
*PER PLAN
EX 12" WM STUB*
*PER PLAN
EX 12
"
P
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W
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EX 8
"
P
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EX 18
"
C
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EX 18
"
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PROPOSED
BUILDING
81,107 SF
FFE=1060.00
38 TRUCK DOCKS
1055
105
6
105
7
105
8
105
9
10
6
0
10
6
1
10
6
2
10
6
3
10
5
5
1055
1057
1058
1059
10
5
6
10
5
7
10
5
8
105
3
10
5
4
10
5
5
105
2
1051
1052
1053
1054
1055
1056
1057
1058
1056
1058
105
7
1060
1061
10
5
9
10
6
3
10
6
6
10
5
5
10
5
6
10
5
7
10
5
5
10
5
6
10
5
7
1049
1049
10
4
9
10
4
9
10
3
6
1044
10
4
5
10
4
6
1049 1050
10501051
104
6
1046
1050
1046
105
0
104
6
103
6
105610601061
PROPOSED POND 1P
INFILTRATION BASIN
10-YR HWL 1048.19
100-YR HWL 1049.41
BOTTOM ELEV 1046.00
PRIMARY OLE 1047.50
RETENTION VOL 0.607 AC-FT
10
6
4
10
6
5
REMOVE EX 18" CMP
REGRADE SWALE
1060
1062
106
2
106
1
1063
1048
PROPOSED POND 2P
PRETREATMENT FOREBAY
10-YR HWL 1048.44
100-YR HWL 1049.43
BOTTOM ELEV 1036.00
OLE TO POND 1P 1046.00
DEAD STORAGE 0.894 AC-FT
PRIMARY OLE 1047.50
RETETENTION VOL 0.362 AC-FT
1056
10
5
7
10
5
7
10
5
8
10
5
9
1060
1062
1063
1060 1057
1051
1046
10
5
6
10
5
7
1051
1050
104
5
105
0
1050
1051
GRADE EOF PER DETAIL
ON THIS SHEET
1055
1056
105
7
105
8
105
9
106
0
106
1
oooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo
oooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo
SEE SHEET C801 (LEFT)
SEE SHEET C801 (RIGHT)
SEE SHEET C802
SEE SHEET C802
SEE SHEET C801 (RIGHT)
SEE SHEET C801 (LEFT)
PROJECT NO.
24360
CAD FILE
01/16/2026
DATE
REVISIONS
DRAWN BY
Da
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:
Re
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N
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A
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B
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44
5
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2
0
2
6
2026-02-13 CITY COMMENTS
29
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PRE
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I
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I
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A
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2026-02-24 CITY COMMENTS
2026-03-02 CITY COMMENTS
2026-03-04 TREE INVENTORY
2026-03-24 CITY COMMENTS
F:
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24360TP
C800
TR
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P
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S
E
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V
A
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I
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P
L
A
N
JSO
LEGEND
Know what's below.
before you dig.Call
R
SCALE IN FEET
0 60 120
EXISTING TREE
GRADING/DISTURBANCE LIMITS
REMOVE TREE
EXISTING TREE (OFF-SITE)
oooooooooooooo SILT FENCE/TREE PROTECTION
LANDSCAPE OVERVIEW PLAN:
1. See Civil Engineer's plans for site plan layout and dimensions.
2. Contractor to coordinate any work in the city right-of-way with
City of Lakeville Public Works Department.
3. See Architect's plans for additional requirements regarding the site plan layout.
4. Place a minimum of 4" topsoil or slope dressing on all
areas disturbed by construction, including right-of-way
boulevards, unless specified otherwise.
5. See Civil Engineer's Plans for utility locations.
6. Irrigation plan to be design-build by landscape contractor.
CITY OF LAKEVILLE LANDSCAPE REQUIREMENTS:
GENERAL NOTES:
11-21-9: REQUIRED SCREENING AND LANDSCAPING:
B: Landscaping: Required landscaping for new residential subdivisions and commercial,
industrial or institutional uses shall include plantings at the property perimeter, off street
parking perimeter landscaping and interior landscape plantings as well as required
residential buffer yard or transitional buffer zone plantings.
ZONING INFORMATION:
I-2 - General Industrial District
PARKING LOT SCREENING:
Parking lots with more than 5 spaces require screening. Landscape screening shall be set back 2'
from the parking stalls. Deciduous trees shall be planted no more than 40 apart. Evergreen trees
shall be planted so that branches are touching at narrowest mature canopy width. Large deciduous
shrubs shall be planted so that branches are touching at narrowest projected mature width.
MINIMUM PLANTING SIZES:
2.5" Shade Tree
2" Ornamental Tree
8' Coniferous Tree
IRRIGATION:
e: Properties developed after May 17, 2010, with detached townhouse, two-family,
townhouse or multiple-family dwelling units within the RST-2, RM or RH district and all
commercial, industrial or institutional uses shall provide an exterior inground irrigation
system within the property where necessary to ensure that all turf grass, ground cover of
cultivated vegetation, garden, hedges, trees and shrubbery maintenance can be
accomplished.
L100
LA
N
D
S
C
A
P
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O
V
E
R
V
I
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W
P
L
A
N
PROPOSED BUILDING
LANDSCAPE PLAN
AREA 'A'
SEE SHEET L101
SCALE IN FEET
0 60 120
1 inch = 60 feet
TREE DIVERSITY MATRIX:
DESIGN GROUP
Landscape Architecture | Planning
LANDSCAPE PLAN
AREA 'B'
SEE SHEET L102
LANDSCAPE PLAN
AREA 'C'
SEE SHEET L103
TREE PRESERVATION PLANS: REFER TO SHEETS C800 - C802
PLANT SCHEDULE: REFER TO SHEET L200
All trees scheduled to remain within the work limits shall have a forester limb them up,
remove suckers & crossing branches, and ensure clearances for vehicles and trucks.
Clear and grub any underbrush.
TREES TO REMAIN IN THE WORK LIMITS NOTE:
TOMAHAWK TREE STABILIZER STAKES.
MINIMUM (2) PER TREE.
SOD
ROOT BALL TO SIT ON MOUNDED
MULCH - 4" DEEP - SEE SPEC
PLANTING SOIL - SEE SPEC.
TOPSOIL
SUBGRADE
OTHERWISE. NO MULCH TO BE IN
CONIFER TO HAVE SHREDDED
HARDWOOD MULCH UNLESS NOTED
PLACE ROOT BALL SO THAT BASAL
FLARE IS 1" ABOVE SURROUNDING
CONTACT WITH TRUNK.
NOTE:
SUBGRADE, REMOVE BURLAP
DRAIN SYSTEM IS NECESSARY
4" DIAMETER AUGERED HOLE,
42" MIN. DEPTH. FILLED W/ 3/4"
DIAMETER DRAIN ROCK. COVER
W/ 6" FILTER FABRIC.
FOR HEAVY CLAY SOILS.
FROM TOP 1/3 OF ROOT BALL
GRADE.
THE CONTRACTOR IS RESPONSIBLE FOR
ENSURING THE TREES ARE IN A PLUMB
POSITION THROUGHOUT THE WARRANTY
PERIOD.
TR
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L200
CONIFEROUS TREE PLANTING - SECTION
NOT TO SCALE
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ON CENTER SPACING AS STATED ON PLAN
WIDTH OF HOLE EXCAVATION SHALL EXTEND A MINIMUM OF 6
INCHES BEYOND THE PLANTS ROOT SYSTEM.
3'' DEPTH WATERING BASIN
PREPARED PLANTING SOIL BED 6" MIN. PER NOTES.
MULCH
FINISHED GRADE
PLANT ACCORDING TO PLANTING DETAILS FOR ISOLATED
PLANTING LOCATIONS WITH THE EXCEPTION OF REDUCED
HOLE WIDTH.
5
L200
TYP. SHRUB & PERENNIAL PLANTING - SECTION
NOT TO SCALE
1'-6" (MIN.)
4"
FACE OF WALL OR BACK OF CURB.
EDGER PER LANDSCAPE NOTES
3 OZ. FILTER FABRIC, TURN-UP
FINISHED GRADE
PITCH SUB-GRADE TO DRAIN AWAY
FROM BUILDING WALLS & CURBS.
NOTES: SEE PLAN FOR CROSS SLOPE DIRECTION.
MAINTENANCE STRIP WIDTH VARIES, SEE PLAN.
AT EDGES, OVERLAP SEAMS 4".
SEE PLANS
WIDTHS MAY VARY
MULCH, SEE LANDSCAPE NOTES
ENSURE 1" OF EDGER IS EXPOSED ABOVE GRADE
4
L200
MULCH & EDGER DETAIL
NOT TO SCALE
TRUNK OR MAIN PLANT STEM
STANDARD GALVANIZED METAL WELDED WIRE FABRIC WITH 1"
OPENINGS OR SMALLER. CUT FABRIC AND SHAPE INTO A ROLL
THAT IS 3' GREATER IN DIAMETER THAN THE TRUNK TO BE
PROTECTED AND 4' TALL. WRAP FABRIC AROUND THE TRUNK AND
USE A SINGLE WIRE STRAND OR ZIP-TIE TO STITCH THE SEAM
TIGHT. CENTER WIRE BASKET AND SECURE AS NOTED. 'GARDEN
ZONE', 'OK BRAND FENCE', OR EQUAL.
48
"
SET MESH BELOW MULCH RING DIRECTLY ON SOIL SURFACE.
ANCHOR INTO SOIL WITH (4) LANDSCAPE STAPLES. REPLACE
MULCH AROUND METAL FABRIC.
4" LONG STEEL LANDSCAPE STAPES
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L200
CONIFEROUS TREE DEER & RODENT PROTECTION
NOT TO SCALE
THIS DETAIL SHALL BE APPLIED TO ALL
CONIFEROUS TREES SHOWN PER PLAN
PERENNIAL / PLUG PLANT.
MULCH PER NOTES.
PLANTING SOIL - PER NOTES.
CONTRACTOR PREPARED SUBGRADE.
HAND-LOOSEN ROOTS OF
CONTAINERIZED PLANT MATERIALS.
18" MIN. SEE PLAN
6" MIN.
6"
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L200
TYP. PERENNIAL PLANTING - SECTION
NOT TO SCALE
EXISTING SOD BLADE
EXISTING THATCH LAYER
SOIL
NEW SOD BLADE
NEW THATCH LAYER
SOIL
SUB CUT FOR NEW SOD
THATCH LAYERS TO HAVE
MATCHING ELEVATION
1"
3/4"
4"
CONCRETE SIDEWALK
* THATCH LAYERS TO MATCH
* NO THATCH ABOVE ADJACENT GRADE
* SUB-CUT AND FINAL GRADE BY SOD INSTALLER
OR CURB
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L200
NEW SOD TO EXISTING SOD
NOT TO SCALE
1
L200
CITY OF LAKEVILLE, MN - TREE PLANTING DETAIL
NOT TO SCALE
LANDSCAPE DETAILS:L200
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DESIGN GROUP
Landscape Architecture | Planning
SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY REMARKS
EVERGREEN TREES
PD Picea glauca `Densata`Black Hills Spruce 8` Hgt.B&B 5 Calculated as 3" caliper
ORNAMENTAL TREES
AG Amelanchier grandiflora `Autumn Brilliance`Autumn Brilliance Serviceberry 6` Hgt.B&B 3 Clump, Calculated as 2" caliper
SI Syringa reticulata `Ivory Silk`Ivory Silk Japanese Tree Lilac 2" Cal.B&B 2
OVERSTORY TREE
AR Acer rubrum Red Maple 3" Cal.B&B 4
BR Betula nigra River Birch 3" Cal.B&B 6 Single Stem
CO Celtis occidentalis Common Hackberry 3" Cal.B&B 6
GD Gleditsia triacanthos inermis 'Draves' TM Street Keeper Honey Locust 3" Cal.B&B 4
QB Quercus bicolor Swamp White Oak 3" Cal.B&B 3
SHRUBS
Cr Cornus alba `Regnzam`Red Gnome Dogwood 5 gal.Pot 20
Dl Diervilla lonicera Dwarf Bush Honeysuckle 3 gal.Pot 30
Ha Hydrangea arborescens `Annabelle`Annabelle Hydrangea 5 gal.Pot 15
Ra2 Ribes alpinum Alpine Currant 5 gal.Pot 30
Tt2 Thuja occidentalis `Techny Globe`Techny Globe Arborvitae 5 gal. (Min. 18" Height)Pot 15
ANNUALS/PERENNIALS
Nr Nepeta racemosa `Walker`s Low`Catmint 1 gal.Pot 4
GRASSES
Cx2 Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass 1 gal.Pot 88
PLANT SCHEDULE
TREE PLANTING REQUIREMENTS:
-REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM THE
TOP-THIRD OF THE ROOT BALL AND DISPOSE OF OFF-SITE.
-REMOVE THE WIRE BASKET DOWN TO THE SECOND
HORIZONTAL WIRE FROM THE BOTTOM AND DISPOSE OF
OFF-SITE.
-EXPOSE ROOT FLARE AND SET AT GRADE
TOTAL TREE INCHES PROPOSED: 94 INCHES
Commercial Design and Construction
Construction, Inc.
1100 Mendota Heights Road
Mendota Heights, MN 55120
Ph: 651-681-0200
Fax: 651-681-0235
Dakota County Surveyor’s Office
Western Service Center 14955 Galaxie Avenue Apple Valley, MN 55124
952.891-7087 Fax 952.891-7127 www.co.dakota.mn.us
April 9, 2026
City of Lakeville
20195 Holyoke Ave.
Lakeville, MN 55044
Re: GLOBUS TRANSPORT
The Dakota County Plat Commission met on April 8, 2026, to consider the preliminary plat of the above
referenced plat. The plat is adjacent to CSAH 70 (Juniper Way) and is therefore subject to the Dakota
County Contiguous Plat Ordinance.
The plat includes one lot for a commercial building site. The right-of-way guidelines along CSAH 70 as a
4-lane divided roadway are 75 feet of half right of way, which have been met. There is one access (right
turns only) along CSAH 70, which would be allowed by the Plat Commission as shown on the site plan.
Restricted access should be shown along all of CSAH 70 except for one access opening. A quit claim deed
to Dakota County for restricted access is required with the recording of the plat mylars.
The right turn lane required for the CSAH 70 access will be reviewed during the permitting process after
approval of the final plat, offsets for sightlines may be required during the review process.
The Plat Commission has approved the preliminary and final plat, provided that the described conditions
are met, and will recommend approval to the County Board of Commissioners on May 5, 2026.
Traffic volumes on CSAH 70 are 13,300 ADT and are anticipated to be 16,800 ADT by the year 2040.
No work shall commence in the County right of way until a permit is obtained from the County
Transportation Department and no permit will be issued until the plat has been filed with the County
Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of
proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to
restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. The Plat
Commission highly recommends early contact with the Transportation Department to discuss the
permitting process which reviews the design and may require construction of highway improvements,
including, but not limited to, turn lanes, drainage features, limitations on intersecting street widths,
medians, etc. Please contact TJ Bentley regarding permitting questions at (952) 891-7115 or Todd
Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070.
Sincerely,
Todd B. Tollefson
Secretary, Plat Commission
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
CONDITIONAL USE PERMIT
FINDINGS OF FACT AND RECOMMENDATION
On April 16, 2026, the Lakeville Planning Commission met at its regularly scheduled
meeting to consider a conditional use permit to allow a warehouse building in the O-P, Office
Park District to be located on the future Lot 1, Block 1, Globus Business Park. The Planning
Commission conducted a public hearing on the proposed conditional use permit preceded by
published and mailed notice. The applicant was present and the Planning Commission heard
testimony from all interested persons wishing to speak.
1. The property is located in Planning District No. 6 of the 2040 Comprehensive Land Use Plan,
which guides the property for office park uses.
2. The property is currently zoned O-P, Office Park District.
3. The legal description at the time of final plat of the property will be:
Lot 1, Block 1, Globus Business Park, Dakota County, Minnesota
4. Section 11-4-3E of the City of Lakeville Zoning Ordinance provides that a conditional use
permit may not be issued unless certain criteria are satisfied. The criteria and our findings
regarding them are:
The proposed action has been considered in relation to the specific policies and
provisions of and has been found to be consistent with the official City Comprehensive
Plan.
Finding: The proposed warehouse building is consistent with the 2040 Comprehensive
Land Use Plan and the District 6 recommendations of the Comprehensive Plan.
The proposed use is or will be compatible with present and future land uses of the area.
Finding: Provided compliance with the conditional use permit, the proposed office/
warehouse use will be compatible with existing and planned land uses in the vicinity.
c. The proposed use conforms with all performance standards contained in the Zoning
Ordinance.
Finding: The site plan and exterior design of the industrial warehouse building conform to
all performance standards contained in the Zoning Ordinance and the City Code.
The proposed use can be accommodated with existing public services and will not
overburden the City’s service capacity.
Finding: The subject property lies within the current MUSA. The property can be
served with public sanitary sewer and water services. The use of the property as an
industrial warehouse will have no impact on the City’s service capacity.
Traffic generation by the proposed use is within capabilities of streets serving the
property.
Finding: Anticipated traffic generated by the industrial office-warehouse building is within
the capabilities of all public streets serving the property. Dakota County Plat Commission
has reviewed and approved the plat and planned land use.
5. The planning report dated April 8, 2026 prepared by Senior Planner Heather Botten is
incorporated herein.
The Planning Commission recommends that the City Council approve the conditional use
permit conditioned upon compliance with the planning report prepared by Senior Planner
Heather Botten dated April 8, 2026.
April 16, 2026
BY: _________________________
Christine Zimmer, Chair