HomeMy WebLinkAboutItems 05c - Kwik Trip CUP1 | P a g e
City of Lakeville
Community Development
Memorandum
To Planning Commission
From: Kris Jenson, Planning Manager
Date: July 24, 2026
Subject: Packet Material for the August 6, 2026 Planning Commission Meeting
Agenda Item: A Conditional Use Permit to allow motor vehicle fuel sales with convenience
grocery and/or prepared food in the I-1, Light Industrial District.
Application Action Deadline: September 9, 2026
INTRODUCTION
Kwik Trip has submitted an application for a conditional use permit for motor vehicle fuel
sales with convenience grocery and/or prepared food in the I-1, Light Industrial District. The
proposed site is located at the southeast corner of 215th Street (CSAH 70) and Jacquard
Avenue. The lot will be platted as part of the Interstate South Logistics Park Fourth Addition,
the final plat for which is on the August 3, 2026 City Council meeting for consideration.
The plans have been reviewed by the Engineering Division and the Parks and Recreation
Department.
EXHIBITS
A. Aerial Photo
B. Zoning Map
C. Site Dimension Plan
D. Site Circulation Plan
E. Grade Plan
F. Storm Sewer Plan
G. Utility Plan
H. Landscape Plan
I. Photometric Site Plan
J. Color Elevations
K. Exterior Materials
L. Gas Canopy Elevations
M. Diesel Canopy Elevations
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Surrounding Land Uses and Zoning:
North – 215th Street (CSAH 70), Northfield Clinic (OP)
South – 217th Street, Amazon XL warehouse (I-1)
East – Undeveloped parcel (I-1)
West – Jacquard Avenue, Stormwater pond (OP)
CONDITIONAL USE PERMIT
A conditional use permit is required for the proposed development to allow motor vehicle
fuel sales with convenience grocery and/or prepared food. The site review is based on the
criteria for this use outlined primarily in Section 11-37, Motor Vehicle Fuel Facilities.
Area. Motor vehicle fuel sales uses in the I-1 District requires a minimum lot area of four acres
and frontage on a principal arterial roadway. The site is 4.47 acres in area and is directly
adjacent to 215th Street (CSAH 70) which is classified as a Principal Arterial Roadway in the
City’s Transportation Plan.
Hours. The I-1 District does not limit the hours of operation except as may be required by the
city council. Restricted hours of operation are not proposed as part of this conditional use
permit.
Architectural Standards. The proposed building has four-sided design, with two colors of
earth tone brick and glass making up at least 90% of each building elevation, with EIFS for the
remaining area. Up to 10% of the building façade may contain a contrasting color; the
proposed Kwik Trip building has a narrow red stripe at the roofline.
Canopy. A protective canopy structure is proposed for both sets of fuel pumps. Both canopies
exceed the minimum 20-foot setback requirement, have a clearance of greater than 14 feet,
and a maximum height of 18 feet. The canopy fascia may not exceed three feet in height. The
architectural design, colors, and character of the canopy are consistent with the principal
building on the site.
Canopy lighting consists of undermounted lights, which may not extend below the bottom
face of the canopy. The submitted sign plan indicates an eight-inch-tall LED stripe on the
canopy face. The stripe is permitted provided that the source light is shielded per Section 11-
37-3.E.6.b(3).
Signage is allowed on a detached canopy provided it does not exceed 20% of the canopy
façade facing a public right of way. Sign sizes and locations will be confirmed as part of the
sign permit review.
Fuel Pumps. All pump islands exceed the minimum setback of 30 feet from any property line,
and must be elevated at least six inches (6") above the traveled surface of the site.
Dust Control and Drainage. The entire site, other than that taken up by a building, structure,
or plantings, is surfaced with asphalt or concrete. The site must also be in compliance with
the oil/grit separator standards included in Section 11-37-3.H of the Zoning Ordinance.
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Landscaping. About 40% of the site is green space, including landscaped areas and the
stormwater pond on the south side of the site. A mix of overstory and ornamental trees are
proposed around the perimeter of the site and within the three parking lot islands. Shrubs
and perennials are also included within the islands and along the parking areas the face
Jacquard Avenue. The City Forester has reviewed the landscape plan and found it in
compliance with ordinance requirements.
Exterior Lighting. A Photometric Plan, submitted with the conditional use permit application,
demonstrates that light levels on the site are less than 115 foot-candles and that light levels
at the right of way line do not exceed one foot-candle, in compliance with Section 11-16-17
of the Zoning Ordinance. The plan also indicates that there are recessed LED downlights
within the roof overhang, which complies with the requirement that all building lighting be
downward facing.
Circulation and Loading. Exhibit D shows site circulation for semi-trucks to access the diesel
pumps, underground fuel tanks, and loading zone on the east side of the building. The loading
zone is separate from parking spaces and drive aisles.
Parking. The 9,176 square foot building requires a minimum of 41 parking spaces. A 10%
reduction in the gross floor area is permitted to account for hallways, bathrooms, etc. Parking
requirements were calculated as follows:
C-Store space: 9,176 sq. ft. – 917.6 sq. ft. = 8,258.4 sq. ft. / 200 = 41.29 = 41 spaces.
A total of 42 spaces are proposed on site. All spaces and drive aisles meet the size and
dimension requirements of the Zoning Ordinance.
Pedestrian Traffic. A sidewalk will be constructed along the east side of Jacquard Avenue to
the driveway access. A sidewalk connection is provided to the building across a raised
walkway. The site also includes a defined walkway from the truck pump islands to the store.
Along the south and west sides of the store there is a sidewalk at least nine feet wide that is
protected from the adjacent parking spaces by bollards spaced every six feet. The bollards
must be at least three feet in height.
Noise. Public address system shall not be audible at any property line. Play of music or
advertisement from the public address system is prohibited. Noise control shall be required
as regulated in Section 11-16-25 of the Zoning Ordinance and compliance with this
requirement will be monitored as part of the City’s zoning enforcement process.
Outside Sales and Service. All outside display and sales areas must be located adjacent to the
building and identified on the site plan. A maximum of 200 square feet of outdoor display
area is permitted. Display areas are not permitted between the fuel pumps. The site plan
must be modified to define outdoor display areas.
Propane sales limited to twenty (20) pound capacity tanks may be located outside provided
the propane tanks are secured in a locker and meet all state uniform building and fire codes.
Freezers for ice products may only be located at the front of the building subject to the
requirements of Section 11-37-3.O
Litter Control. The operation shall be responsible for litter control on the subject property,
which is to occur on a daily basis. Trash receptacles must be provided at a convenient location
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on site to facilitate litter control. Compliance with this requirement will be monitored as part
of the City’s zoning enforcement process.
A trash enclosure is included directly adjacent to the building, using the same exterior
materials. The gate is of a maintenance-free material.
Signs. A sign plan was submitted as part of the CUP application. Signs are proposed on the
building and canopy elevations and for a monument sign in the northwest corner of the site.
Permits must be issued prior to the installation of any signs on site.
Prepared Food. Convenience/deli food is to be for takeout only, there shall be no provisions
for seating or consumption on the premises, and the total area may not exceed 15% of the
gross floor area. This will be confirmed as part of the building permit review.
SITE ANALYSIS
Zoning. The property is zoned I-1, Light Industrial District. At the July 23 Planning Commission
meeting an ordinance amendment was recommended for approval which would allow motor
vehicle fuel sales within the I-1 District as a conditional use. The City Council will take action
on the proposed ordinance amendments at their August 3 meeting and is expected to
approve the amendment.
Mechanical Equipment Screening. Any ground level mechanical equipment must include
landscape screening.
Snow Storage. Snow storage must be maintained outside any required parking spaces and
must occur on private property. Any excess snow shall be hauled off site.
Grading, Drainage, Erosion Control and Utilities. Grading, drainage, erosion control, and
utility plans have been submitted with the Kwik Trip application. A stormwater pond will be
constructed on site and will require a stormwater maintenance agreement be approved in
conjunction with the conditional use permit.
Grading, drainage, erosion control, and utility issues are addressed in the engineering review
memo prepared by Chloe Anderson, Project Engineer and Mac Cafferty, Environmental
Resources Manager dated July 24, 2026. A copy of the engineering report is attached for your
review. The Engineering Division recommends approval of the Kwik Trip CUP, subject to the
comments outlined in the engineering report.
Wetlands. There are no wetlands located on the site.
Tree Preservation. There are no significant trees on the site to be developed.
RECOMMENDATION
Community Development Department staff recommends approval of the Kwik Trip
conditional use permit, subject to the following stipulations:
1. Implementation of the recommendations listed in the July 24, 2026 engineering memo.
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2. The site and buildings on Lot 1, Block 1, Interstate South Logistics Park Fourth Addition
shall be developed consistent with the plans approved by the City Council.
3. All signs shall comply with Zoning Ordinance requirements. A comprehensive sign plan
shall be submitted for staff review prior to the issuance of any sign permits. A sign permit
must be issued by the City prior to the installation of any signs.
4. Site and building lighting shall be installed consistent with a lighting plan and photometric
plan approved with the building permit applications and in compliance with Zoning
Ordinance requirements. Parking lot lighting shall be down-cast cut-off type fixtures only.
Building lighting shall be down-cast only as required by the Zoning Ordinance.
5. The motor fuel canopy shall meet Zoning Ordinance requirements.
6. Drainage from all fueling areas shall be directed to an oil/grit separator in compliance
with Zoning Ordinance requirements.
7. Outdoor sales and services shall only be allowed in compliance with Zoning Ordinance
requirements.
8. Three-foot-tall bollards shall separate the sidewalk adjacent to the motor fuel
convenience store from the parking lot.
9. Snow storage shall not occur within required parking spaces and shall not infringe upon
vehicle site circulation or sight visibility.
10. The trash enclosure gates shall be constructed of a durable maintenance free material.
11. The area available for convenience/deli food may not exceed 15% of the gross floor area
of the building and seating may not be provided within the building.
Findings of Fact for the conditional use permit are attached.
Dakota County, Microsoft, Vantor
City of Lakeville
Location Map
Kwik Trip CUP
EXHIBIT A
217TH ST
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215TH ST (CSAH 70)
City of Lakeville
Location Map
Kwik Trip CUP
EXHIBIT B
217TH ST
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215TH ST (CSAH 70)
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TO CANOPY 189'-10"
TO BUILDING 296'-0"
TO DIESEL CANOPY 481'-7"
TO DIESEL TANKS 499'-7"
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DRAWN BY
SCALE
PROJ. NO.
FAX (608) 781-8960PH. (608) 781-8988
LACROSSE, WI 54602-21071626 OAK STREETP.O. BOX 2107
KWIK TRIP, Inc.
DATE
SHEET
DESCRIPTIONDATENO.
INTERNAL REVIEW12DEC25-
Signed
Date 2-2026
Robert J. Mueller
Reg. No. 19306
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.
GRAPHIC
25-1939
12/12/2025
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4205 Lancaster Lane North Suite 113
Plymouth, Minnesota 55441
7 6 3 . 383 . 8400
insitesinc.net mail@insitesinc.net
SITE PLANNING LANDSCAPE ARCHITECTURE IN
C
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ISSUE FOR SUBMITTAL09JAN26
-SUBMITTAL SET02FEB26
-SITE REDESIGN20FEB26
-COMMENTS04MAR26
-ISP 225JUN26
-ISP 322JUL26
C181
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Know what's below.
before you dig.Call
R
PLOTTING NOTE: PLANS PLOTTED TO 11x17
SHEET SIZE ARE 12 SCALE-
0
NORTH
30 60
1"=60'
SCALE:1" = 30'
30 15
SITE DATA:
ZONING DISTRICT:
TOTAL SITE AREA:
EX. IMPERVIOUS:
EX. PERVIOUS:
PARKING REQUIREMENTS
PARKING REQUIRED
PARKING PROVIDED
BUILDING HEIGHTS
CONVENIENCE STORE
CANOPY
BUILDING SETBACKS
FRONT
REAR
SIDE
PROPOSED GREEN AREA:
PROPOSED HARD COVER:
PAVED AREA:
BUILDING AREA:
CONSTRUCTION NOTE:
CONSTRUCTION FENCING TO BE INSTALLED AROUND ENTIRE CONSTRUCTION
SITE. COORDINATE WITH OWNER FOR FENCING AND GATE LOCATIONS AND
APPROPRIATE SIGNAGE INSTALLATION.
LAYOUT NOTES:
1. PLAN PREPARED FROM AN ALTA/ACSM LAND TITLE SURVEY BY:
SUNDE LAND SURVEYING
9001 EAST BLOOMINGTON FREEWAY BLOOMINGTON, MN 55420
952-881-2455
2. CURBS ARE DIMENSIONED TO FACE OF CURB.
3. CONVENIENCE STORE AND ISLAND COMPLEXES ARE LOCATED FROM THE
NORTHWEST PROPERTY CORNER AND ALIGNED PARALLEL/ PERPENDICULAR
TO THE WEST PROPERTY LINE UNLESS OTHERWISE INDICATED ON THIS PLAN.
4. UNLESS SHOWN OTHERWISE ON THIS DRAWING, CONTRACTOR SHALL
PROVIDE CONTROL JOINTS, CONSTRUCTION JOINTS, AND EXPANSION
JOINTS IN SLAB ON GRADE, SIDEWALKS AND DRIVES.
CONTROL JOINT MAXIMUM DISTANCE: WALKS- 8' O.C., ALL OTHERS- 10'
O.C. SAW CUT CONTROL JOINTS MINIMUM ONE-QUARTER CONCRETE
THICKNESS.
EXPANSION JOINT MAXIMUM DISTANCE: WALKS- 24' O.C., ALL OTHERS- 40'
O.C. DOWEL ALL EXPANSION JOINTS- MAXIMUM 24" O.C.
5.CONCRETE IN ISLAND COMPLEX SHALL BE SMOOTH BROOM FINISHED.
6. EXTERIOR CONCRETE SURFACES TO BE SEALED. CONCRETE SEALER:
APR 15- OCT 31 USE: TK-26UV
NOV 1- DEC 31 USE: TK-290
7. EXPANSION JOINTS SHALL BE DECK-O-FOAMED AND CAULKED WITH SL1
LIGHT INDUSTRIAL (I-1)
186,609.56 SF (4.43 ACRES)
0%
100%
1/200 SF OF FLOOR AREA = 9,176 - 917.6/200 = 41
42 STALLS
20 SRV. PNTS + DIESEL
24.5'
20.0'
40'
30'
30' ON SIDE ABUTTING A STREET, 10' ALL OTHERS
76,622 SF (41%)
108,742 SF
88,946 SF
9,176 SF
EXHIBIT C
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F
L
U
S
H
PA
V
E
M
E
N
T
F
L
U
S
H
PA
V
E
M
E
N
T
F
L
U
S
H
DISC
PAD
XFMRPAD
Know what's below.
before you dig.Call
R
PLOTTING NOTE: PLANS PLOTTED TO 11x17
SHEET SIZE ARE 12 SCALE-
0
NORTH
30 60
1"=60'
SCALE:1" = 30'
30 15
DRAWN BY
SCALE
PROJ. NO.
FAX (608) 781-8960PH. (608) 781-8988
LACROSSE, WI 54602-21071626 OAK STREETP.O. BOX 2107
KWIK TRIP, Inc.
DATE
SHEET
DESCRIPTIONDATENO.
INTERNAL REVIEW12DEC25-
Signed
Date 2-2026
Robert J. Mueller
Reg. No. 19306
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.
GRAPHIC
25-1939
12/12/2025
CO
N
V
E
N
I
E
N
C
E
S
T
O
R
E
1
9
3
9
LA
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E
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I
L
L
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,
M
I
N
N
E
S
O
T
A
--
IN
S
I
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S
2
5
-
0
2
9
P
M
A
.
M
.
-
4205 Lancaster Lane North Suite 113
Plymouth, Minnesota 55441
7 6 3 . 383 . 8400
insitesinc.net mail@insitesinc.net
SITE PLANNING LANDSCAPE ARCHITECTURE IN
C
.
ISSUE FOR SUBMITTAL09JAN26
-SUBMITTAL SET02FEB26
-SITE REDESIGN20FEB26
-COMMENTS04MAR26
-ISP 225JUN26
-ISP 322JUL26
C180
SI
T
E
C
I
R
C
U
L
A
T
I
O
N
P
L
A
N
EXHIBIT D
GE
N
3
9,
1
7
6
S
Q
F
T
UP
D
A
T
E
D
1
1
-
2
0
2
4
NO
PA
R
K
I
N
G
HC
AC
C
E
S
S
I
B
L
E
ZO
N
E
NO
PARKING
HC
ACCESSIBLE
ZONE
NO
PA
R
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I
N
G
LO
A
D
I
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G
ZO
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SIGN - MONUMENT SIGN
ZC
L
8'-
6
"
X
3
4
'
-
0
"
12
,
0
0
0
-
G
A
L
L
O
N
ZC
L
10
'
-
5
12"
X
3
5
'
-
9
12"
20
,
0
0
0
-
G
A
L
L
O
N
ZC
L
8'
-
6
"
X
3
4
'
-
0
"
12
,
0
0
0
-
G
A
L
L
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N
ZC
L
8'
-
6
"
X
3
4
'
-
0
"
12
,
0
0
0
-
G
A
L
L
O
N
ZC
L
10
'
-
5
12"
X
3
5
'
-
9
12"
20
,
0
0
0
-
G
A
L
L
O
N
SIGN
PULL FORWARD LANE 100'
MA
S
T
E
R
SA
T
E
L
L
I
T
E
MA
S
T
E
R
MA
S
T
E
R
SA
T
E
L
L
I
T
E
15
'
P
E
R
I
M
E
T
E
R
P
O
T
E
N
T
I
A
L
O
V
E
R
D
I
G
-
C
L
A
S
S
A
&
B
S
O
I
L
S
25
'
P
E
R
I
M
E
T
E
R
P
O
T
E
N
T
I
A
L
O
V
E
R
D
I
G
-
C
L
A
S
S
C
S
O
I
L
100'
E
S
T
O
P
S
E
T
B
A
C
K
W.
P
.
CONVENIENCE
STORE
FFE=1012.0
//////////////////////////////////////////////////////////////////////////////
2.0
2.0
2.25
2.0
2.0
2.0
2.5
2.2
2.0
2.0
2.0
2.02.0
2.0
2.0 2.0 2.0
2.0
1.67
1.67
11.70
12.0
12.0
11.70
11.83
AV
E
M
E
N
T
F
S
H
AV
E
M
E
N
T
F
S
H
AV
E
M
E
N
T
F
S
H
12.0
11.20
11.50
2.0
2.5
11.83
11.83
11.93
11.93
12.0
12.0
9.30
2.5
CA
S
T
I
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G
-
1
0
1
0
.
2
0
CA
S
T
I
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-
1
0
0
8
.
6
0
CA
S
T
I
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G
-
1
0
0
8
.
5
0
2.5
2.0
2.0
2.5
11.36 11.83
2.0
2.0
2.5
2.0
2.0
DISC
PAD
XFMR
PAD
11
.
6
11
.
5
11
.
7
11
.
6
T/
C
1
2
.
1
T/
C
1
1
.
9
2
10
.
8
10
.
6
8
11
.
2
8
11
.
1
8
11.5
T/C 1009.27
11.25
11.25
CA
S
T
I
N
G
-
1
0
0
8
.
6
0
1.67
1.67
10.910.63 9.93
T/I=10.57
10.07
T/I=11.13
10.910.63 9.93
T/I=10.57
10.07
T/I=11.13
10.910.63 9.93
T/I=10.57
10.07
T/I=11.13
10.910.63 9.93
T/I=10.57
10.07
T/I=11.13
10.910.63 9.93
T/I=10.57
10.07
T/I=11.13
2.0
2.0
2.0
2.5
2.0
1.67
10.9
11.99
T/I=11.91
11.83
12.08
12.2
T/I=12.66
11.99
T/I=11.91
11.83
12.08
12.2
T/I=12.66
2.5
2.0
2.0
2.0
2.0
2.0
T/F=13.10
3.5
9.00
11.5
11.5
11.5
11.5
11.5
10.5
10.5
10.5
9.5
9.5
9.5
10.5
11.5
9.5
9.5
11.511.5
10.5
10.5
10.5
10.5
11.511.5
10.5
9.5
10.5 10.5
11.5
11.5
10.5
9.00
1.2
1.9
11
11
11
11
10
11
11
12
11
10 10
9
12
10
101011
10
13
12
9
9
1000
8
7
6
10
0
5
3
8
6
2
9
11
1010
10
11
10
9
8
7
6
10
0
5
3
1111
11
10
13
12
11
11
12
12
11
12
12
11
9
12
11
7
8
9
10
9
8
10
8
11
10
9
8
8
8
8
7
7
7
2
11
11
9
10
10
10.5
9
9
9
CA
S
T
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G
-
1
0
0
8
.
6
0
12
.
2
12
.
0
2
CA
S
T
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G
-
1
0
0
8
.
6
0
2.5
11
10
10
109
8
10 12
11
12
12
13
1
13
1
11
12 11
12
12
13
11.50
11.5
5.0
11.50
11.20
T/C 11.70
11.80
11.75
T/C 11.70
11.75
CA
S
T
I
N
G
-
1
0
1
1
.
2
6
1.1
2.5
1.5
1.3
9.6
9.0
10
.
2
1
T/
C
1
0
.
7
1
2.1
2.
11
ROOSE CONCRETE SIEA
10.10
10.18
10.66
10.7
1.5
MH#22
R ETENTION ASIN 1
/ INER. SEE ETAI 11/C501
ASIN OTET EEV. = 1001.30
10-R H = 1003.28
100-R H = 100.3
EO
F
1
0
0
8
.
0
0
EOF 1008.00
C201
GR
A
D
E
P
L
A
N
Know what's below.
before you dig.Call
R
OTTING NOTE ANS OTTE TO 1117
SHEET SIE ARE 12 SCAE-
0
NORTH
20 10 0
1=0
SCAE1 = 20
20
RAN
SCAE
RO. NO.
FAX (608) 781-8960PH. (608) 781-8988
LACROSSE, WI 54602-21071626 OAK STREETP.O. BOX 2107
KWIK TRIP, Inc.
ATE
SHEET
ESCRITIONATENO.
INTERNA REVIE12EC25-
S
2-2026
R . M
R. N. 19306
I
I
A
S M.
GRAHIC
25-1939
12/12/2025
CO
N
V
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N
I
E
N
C
E
S
T
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1
9
3
9
LA
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,
M
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S
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A
--
IN
S
I
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S
2
5
-
0
2
9
M
A
.
M
.
-
4205 Lancaster Lane North Suite 113
Plymouth, Minnesota 55441
7 6 3 . 383 . 8400
insitesinc.net mail@insitesinc.net
SITE PLANNING LANDSCAPE ARCHITECTURE IN
C
.
ISSE FOR SMITTA09AN26
-SMITTA SET02FE26
-SITE REESIGN20FE26
-COMMENTS0MAR26
-IS 225N26
-IS 32226
GE
N
3
9,
1
7
6
S
Q
F
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UP
D
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D
1
1
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2
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NO
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SIGN - MONUMENT SIGN
ZC
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8'-
6
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X
3
4
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0
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12
,
0
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12"
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3
5
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-
9
12"
20
,
0
0
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A
L
L
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N
ZC
L
8'-
6
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X
3
4
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-
0
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12
,
0
0
0
-
G
A
L
L
O
N
ZC
L
8'-
6
"
X
3
4
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-
0
"
12
,
0
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0
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G
A
L
L
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10
'
-
5
12" X
3
5
'
-
9
12"
20
,
0
0
0
-
G
A
L
L
O
N
SIGN
PULL FORWARD LANE 100'
MA
S
T
E
R
SA
T
E
L
L
I
T
E
MA
S
T
E
R
MA
S
T
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15
'
P
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T
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A
L
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D
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-
C
L
A
S
S
A
&
B
S
O
I
L
S
25
'
P
E
R
I
M
E
T
E
R
P
O
T
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N
T
I
A
L
O
V
E
R
D
I
G
-
C
L
A
S
S
C
S
O
I
L
100'
E
S
T
O
P
S
E
T
B
A
C
K
W.
P
.
CONVENIENCE
STORE
FFE=1012.0
////////////////////////////////////////////////////
DISC
PAD
XFMRPAD
68 LF 6" PVC @ 1.0%
(48" BRY OR INSLATE PIPE)
8 LF 4" PVC @ 1.0%
(48" BRY OR INSLATE PIPE)
18 LF 4" PVC @ 1.0%
(48" BRY OR INSLATE PIPE)
48 LF 8" PVC @ 1.0%
(48" BRY OR INSLATE PIPE)
43 LF 6" PVC @ 1.0%
(48" BRY OR INSLATE PIPE)
95 LF 6" PVC @ 1.0%
(48" BRY OR INSLATE PIPE)
47 LF 6" PVC @ 1.0%
(48" BRY OR INSLATE PIPE)
77 LF 6" PVC SCH 40 @ 1.0%
(48" BRY OR INSLATE PIPE)
60 LF 6" PVC @ 1.0%
(48" BRY OR INSLATE PIPE)
11 LF 6" PVC @ 1.0%
(48" BRY OR INSLATE PIPE)
101 LF 8" PVC @ 1.0%
(48" BRY OR INSLATE PIPE)
10 LF 4" PVC @ 1.0% (TYP.)
(48" BRY OR INSLATE PIPE)
24 LF 6" PVC @ 1.0%
(48" BRY OR INSLATE PIPE)
43 LF 4" PVC @ 1.0%
(48" BRY OR INSLATE PIPE)
15 LF 8" PVC @ 1.0%
(48" BRY OR INSLATE PIPE)
21 LF 6" PVC @ 1.0%
(48" BRY OR INSLATE PIPE)
47 LF 8" PVC @ 1.0%
(48" BRY OR INSLATE PIPE)
19 LF 4" PVC @ 1.0%
(48" BRY OR INSLATE PIPE)
13 LF 4" PVC @ 1.0%
(48" BRY OR INSLATE PIPE)
20 LF 4" PVC @ 1.0%
(48" BRY OR INSLATE PIPE)
EX. INTAKE 100-YR HWL = 1006.52
CB#24
100-YR HWL = 1006.46 MH#22
100-YR HWL = 1006.40
INV. 1003.20
(SEE DETAIL 1C301)
INV. 1003.82
INV. 1004.20
INV. 1004.00
INV. 1004.56
INV. 1004.52
INV. 1005.40INV. 1005.40
(SEE DETAIL 1C301)
INV. 1003.90
INV. 1003.20
SEE DETAIL 1C301
INV. 1003.90
INV. 998.94
INV. 999.94
INV. 999.43
INV. 999.63
INV. 1000.9± ()
INV. 1001.33
INV. 1000.80 ()
NEW RC APRON#17
INV. 997.70
NEW OIL SKIMMER CB #2
RIM 1008.60
NEW CB#3 (5 )
RIM 1010.20
NEW CB#4
RIM 1009.10
NEW CB#8
RIM 1008.60
NEW CB#5
RIM 1010.20
NEW APRON#16
INV. 1003.00
NEW CB#9
RIM 1011.26 NEW OIL SKIMMER CB#12
RIM 1010.00
NEW CB#10
RIM 1010.00
NEW CB#11
RIM 1008.60
EX STREET LIHT RAISE EX. STREET
LIHT TO NEW RADE
NEW OIL SKIMMER CB#6
RIM 1008.60
NEW CB#7
RIM 1008.50
NEW CB#26 (4)
RIM 1006.00
NEW CB#27 (4 )
RIM 1006.00
NEW OTLET STRCTRE #13
SEE DETAIL 2C301
NEW MH#21 (10)
RIM 1010.20
NEW CB#20 (10)
RIM 1009.25
NEW MH#22 (10)
RIM 1011.50
NEW MH#23 (4)
RIM 1010.50
INV. 998.25
NEW APRON#15
INV. 1003.12
126 LF 15" HDPE @ 0.30%
207 LF 24" HDPE @ 0.30%
177 LF 18" HDPE @ 0.77%
66 LF 15" PVC SCH 40 @ 1.33%
54 LF 15" HDPE @ 1.3%26LF 24" HDPE @ 0.3%
41 LF 12" HDPE @ 1.71%
111 LF 60" RCP @ 0.5%
141 LF 60" RCP @ 0.50%
41 LF 18" RCP @ 1.0%
15 LF 12" RCP @ 0.3%
94 LF 60" RCP @ 0.5%
39 LF 60" RCP @ 0.5%
234 LF 60" RCP @ 0.5%
178 LF 24" RCP @ 0.3% 127 LF 24" RCP @ 0.3%
54 LF 12" HDPE @ 1.30%
156 LF 15" HDPE @ 0.47%
141 LF 12" HDPE @ 0.6%
EX. 142 LF 48" RCP @ 1.69%
48" FES 1003.3±
INV. 1001.13 ()
INV. 998.96 ()
NEW MH#19 (10 )
RIM 1009.25
INV. 1002.50
NEW CB#30 (4)
RIM 1007.00
INV. 1001.43
NEW CB#29 (4)
RIM 1007.00
INV. 998.53
12 LF 18" RCP @ 2.3%
INV. 1000.81
NEW CB#28 (4)
RIM 1007.00
107 LF 15" RCP @ 1.0%
62 LF 15" RCP @ 1.0%
87 LF 15" RCP @ 1.0%
100 LF 15" RCP @ 1.0%
NEW APRON#14
INV. 1001.30
26 LF 18" HDPE @ 0.77%
12 LF 12" RCP @1.0%
INV. 1001.70 24" S
INV. 1003.70 15" W
NEW CB#24 (4)
RIM 1006.90
CB#30
100-YR HWL = 1003.22
NEW MH#25 (5)
RIM 1007.00
NEW MH#18 (10)
RIM 1009.50
DRY DETENTION BASIN 1P
LINER. SEE DETAIL 11C501
BASIN OTLET ELEV. = 1001.30
10-YR HWL = 1003.28
100-YR HWL = 1004.43
15 LF 4" PVC @ 1.0%
(48" BRY OR INSLATE PIPE)
EOF 1008.00
REINFORCE OVERFLOW SWALE
WITH TRM-450 TRF
REINFORCEMENT MAT OR
APPROVED EAL EROSION
CONTROL MATTIN. INSTALL
IN ACCORDANCE WITH THE
MANFACTRERS
RECOMMENDATIONS.
>>>>>>>>>>>>>>
EX. DITCH (POND 14P-NW OTLET)
BASIN OTLET ELEV. = 993.11
10-YR HWL = 996.64
100-YR HWL = 999.72
NEW OTLET STRCTRE #31
SEE DETAIL 3C301
23 LF 24" RCP @ 0.48%
NEW APRON#32
INV. 993.11
C300
ST
O
R
M
S
E
W
E
R
P
L
A
N
DRAWN BY
SCALE
PRO. NO.
A 0 1-90
P 0 1-9
LACROSSE, WI 0-10
1 OAK STREET
PO O 10
KWIK TRIP, I
DATE
SHEET
DESCRIPTIONDATENO.
-
RAPHIC
25-1939
DECEMBER 12 2025
CO
N
V
E
N
I
E
N
C
E
S
T
O
R
E
1
9
3
9
LA
K
E
V
I
L
L
E
,
M
I
N
N
E
S
O
T
A
-
KW
I
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T
R
I
P
P
M
A
.
M
.
INTERNAL REVIEW12122025
MW
-ISSE FOR SBMITTAL01092026
-SBMITTAL SET02022026
-SITE REDESIN02202026
-COMMENTS03042026
SUNDE ENGINEERING
10830 NESBITT AVENUE SOUTH
BLOOMINGTON, MINNESOTA 55437
(952) 881-3344 TELEPHONE
(952) 881-1913 FAX
www.sundecivil.com
Sunde
Engineering
-ISP206252026
-ISP307222026
GOPHER STATE ONE CALL
WWW.GOPHERSTATEONECALL.ORG
(800) 252-1166 TOLL FREE
(651) 454-0002 LOCAL
0
NORTH
30 603015
GE
N
3
9,
1
7
6
S
Q
F
T
UP
D
A
T
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D
1
1
-
2
0
2
4
NO
PA
R
K
I
N
G
HC
AC
C
E
S
S
I
B
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NO
PARKING
HC
ACCESSIBLE
ZONE
NO
PA
R
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I
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G
LO
A
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G
ZO
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SIGN - MONUMENT SIGN
ZC
L
8'
-
6
"
X
3
4
'
-
0
"
12
,
0
0
0
-
G
A
L
L
O
N
ZC
L
10
'
-
5
12" X
3
5
'
-
9
12"
20
,
0
0
0
-
G
A
L
L
O
N
ZC
L
8'
-
6
"
X
3
4
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-
0
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12
,
0
0
0
-
G
A
L
L
O
N
ZC
L
8'
-
6
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X
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PULL FORWARD LANE 100'
MA
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CONVENIENCE
STORE
FFE=1012.0
////////////////////////////////////////////////////
DISCPAD
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KIK TRIP, I
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INTERNREVIE1212202
ISSEFORSITT010202
SITTSET0202202
SITEREESIN0220202
COENTS00202
SUNDE ENGINEERING
10830 NESBITT AVENUE SOUTH
BLOOMINGTON, MINNESOTA 55437
(952) 881-3344 TELEPHONE
(952) 881-1913 FAX
www.sundecivil.com
Sunde
Engineering
IS202202
IS022202
GOPHER STATE ONE CALL
WWW.GOPHERSTATEONECALL.ORG
(800) 252-1166 TOLL FREE
(651) 454-0002 LOCAL
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16'-0" EASEMENT
10'-0" EASEMENT CONVENIENCE
STORE
FFE=1012.0
////////////////////////////////////////////////////
PA
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11.5
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11.5
11.5
11.5
10.5
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9.5
9.5
10.5
11.5
9.5
9.5
11.511.5
10.5
10.5
10.5
10.5
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10.5
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CB#24
100-YR HWL = 1006.46
MH#22
100-YR HWL = 1006.40
DRY DETENTION BASIN 1P
w/ LINER. SEE DETAIL 11/C501
BASIN OUTLET ELEV. = 1001.30
10-YR HWL = 1003.28
100-YR HWL = 1004.43
C700
LA
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PLOTTING NOTE: PLANS PLOTTED TO 11x17
SHEET SIZE ARE 12 SCALE-
0
NORTH
30 60
1"=60'
SCALE:1" = 30'
30 15 DRAWN BY
SCALE
PROJ. NO.
FAX (608) 781-8960PH. (608) 781-8988
LACROSSE, WI 54602-21071626 OAK STREETP.O. BOX 2107
KWIK TRIP, Inc.
DATE
SHEET
DESCRIPTIONDATENO.
INTERNAL REVIEW12DEC25-
Signed
Date 2-2026
Robert J. Mueller
Reg. No. 19306
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.
GRAPHIC
25-1939
12/12/2025
CO
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4205 Lancaster Lane North Suite 113
Plymouth, Minnesota 55441
7 6 3 . 383 . 8400
insitesinc.net mail@insitesinc.net
SITE PLANNING LANDSCAPE ARCHITECTURE IN
C
.
ISSUE FOR SUBMITTAL09JAN26
-SUBMITTAL SET02FEB26
-SITE REDESIGN20FEB26
-COMMENTS04MAR26
-ISP 225JUN26
-ISP 322JUL26
NOTES:
- CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR PLANTING IN ALL R.O.W.
- LANDSCAPE CONTRACTOR SHALL VERIFY ALL UTILITIES WHICH MAY EFFECT HIS WORK.
- LANDSCAPE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHERS AT SITE AND COMPLETE HIS WORK PER OWNERS
CONSTRUCTION SCHEDULE.
- ALL PLANT MATERIALS SHALL BE GUARANTEED ONE (1) FULL YEAR UPON TOTAL COMPLETION AND ACCEPTANCE BY OWNER, WITH
ONE TIME REPLACEMENT AT APPROPRIATE TIME OR UPON REQUEST OF OWNER.
- REPLACEMENT TOPSOIL SHALL BE CLEAN, FREE OF STONES, WEEDS, AND OTHER UNDESIRABLE DEBRIS.
- PLANTING SOIL MIX (INCIDENTAL COST ITEM)
1. MIX 1 LB. 5-20-20 COMMERCIAL FERTILIZER PER CU. YD. TOPSOIL
2. THOROUGHLY MIX 1-PART SAND AND 1-PART PEAT MOSS WITH 5-PARTS FERTILIZER AND TOP SOIL.
- USE PLANTING SOIL AT ALL LOCATIONS PER DETAILS THIS SHEET.
- LANDSCAPE CONTRACTOR SHALL VERIFY TOPSOIL DEPTH AND NOTIFY OWNER OF ANY DEFICIENCY.
- SOD SHALL BE CULTURED WITH PREDOMINATELY KENTUCKY BLUEGRASS SEED OF RECENT DISEASE RESISTANT INTRODUCTIONS.
NO GUARANTEE ON SOD EXCEPT ANY SOD NOT SATISFACTORY AT TIME OF COMPLETION INSPECTION SHALL BE PROMPTLY
REPLACED PRIOR TO COMPLETION OF JOB. STAKE SOD ON SLOPES 3:1 AND GREATER.
- WHERE EXISTING CONCRETE/ ASPHALT AREAS ARE TO BE REPLACED WITH LANDSCAPING, PROVISIONS SHOULD BE TAKEN TO
COORDINATE EXCAVATION OF SUBSOIL TO A DEPTH OF 2' WITH GRADING CONTRACTOR. REPLACE WITH COMPACTED TOPSOIL.
ALL AREAS TO BE LANDSCAPED AND SODDED SHALL BE GRADED SMOOTH AND EVEN.
- LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR SODDING ALL AREAS WHICH ARE DISTURBED BY CONSTRUCTION INCLUDING
ALL R.O.W. AND ADJACENT PROPERTIES.
- LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING BLANKET ON ALL SEEDED AREAS THAT ARE SLOPED. MULCH
APPLICATION FOR ALL OTHER SEEDED AREAS SHALL BE EITHER HYDROMULCH OR DISKED STRAW DEPENDING ON SEED TYPE,
APPLICATION, AND OWNER REQUEST.
- LANDSCAPE CONTRACTOR TO INSTALL 'VALLEY VIEW', "BLACK DIAMOND" EDGING AROUND ALL PLANTING BEDS AS SHOWN ON
THIS PLAN.
- ALL MULCH TO BE FINELY SHREDDED HARDWOOD ORGANIC BARK MULCH. NO DYED MULCHES. INSTALL 4" DEPTH. NO FILTER
FABRIC BENEATH ORGANIC MULCHES. NO EDGING AROUND ALL TREES OUTSIDE SHRUB BEDS.
- IF SPECIFIED; ALL GRAVEL MULCH SHALL BE 1"+ DIA. WASHED "RIVER ROCK". INSTALL 4" DEPTH WITH APPROVED WEED FABRIC
BARRIER IF INDICATED PLAN.
- LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR IRRIGATION SYSTEM INSTALLATION PER IRRIGATION PLAN. DESIGN SHALL BE
APPROVED BY OWNER PRIOR TO INSTALLATION. IRRIGATION DESIGN SHOULD ENCOMPASS ALL LANDSCAPE AREAS WITH SOD
AND/ OR PLANTINGS, FROM CURB TO CURB. R.O.W. SHOULD BE IRRIGATED FROM SPRINKLER HEADS LOCATED WITHIN PROPERTY
BOUNDARY. CARE SHOULD BE TAKEN IN VICINITY OF ALL WALKS AND DRIVES TO MINIMIZE OVER SPRAY. COORDINATE
INSTALLATION OF ALL PVC SLEEVE UNDER DRIVE AREAS WITH GENERAL CONTRACTOR.
- LANDSCAPE CONTRACTOR SHALL CLEAN ALL PAVEMENT AREAS AFTER ALL LANDSCAPE INSTALLATION IS COMPLETE AND
ACCEPTED BY OWNER AND DAILY AS DEEMED NECESSARY BY THE CITY.
- GENERAL CONTRACTOR TO SWEEP PAVEMENT AREAS PRIOR TO TURN OVER TO OWNER.
COMPACT UNDER ROOT BALL
BROKEN BRANCHES
LOOSEN ROOT MASS
FINISH GRADE
1" ABOVE EXISTING GRADE
COMPACTED SUBGRADE
PLANTING SOIL
SET CROWN OF ROOT BALL
REMOVE DEAD AND
4" DEPTH MULCH
REMOVE BURLAP.
AND WIRE BASKET
UNDER ROOT BALL
COMPACTED SUBGRADE
COMPACT SOIL
BROKEN BRANCHES
TREE WRAP -
STAKING & GUYING
FALL PLANTING ONLY
1" ABOVE EXISTING GRADE
SET CROWN OF ROOT BALL
4" DEPTH MULCH
FINISH GRADE
AS NEEDED
DO NOT CUT MAIN LEADER
REMOVE DEAD AND
MAINTAIN NATURAL TREE FORM.
BROKEN BRANCHES,
DO NOT CUT MAIN LEADER,
REMOVE DEAD AND
(NO MULCH AGAINST TRUNK)
pot54LS 2' x 3'#1 CONT Hemerocallis 'Lavender Stardust'
LAVENDER STARDUST DAYLILY
B&B2.5" CAL.Acer rubrum 'Northwood'
NORTHWOOD MAPLENM
2.5" CAL Quercus alba
WHITE OAKB&BWO 50' x 50'
11
13
pot11GL 2' x 7'Rhus aromatica 'Gro-Low'
GRO-LOW FRAGRANT SUMAC
50' x 35'
pot50SO Hemerocallis 'Stella de Oro'
STELLA DE ORO DAYLILY 2' x 3'
#3 CONT
#1 CONT
COMMON NAME
BOTANICAL NAMESIZEQUANTITY
PLANT MATERIAL
TYPE
ROOT
HEIGHT'
X
WIDTH'
OVERSTORY
TREES
UNDERSTORY
TREES
SHRUBS
PERENNIALS
EDGING - 881 LF
SOD - 1,381 SY
MULCH - 47 CY
SEED SPEC: FALL SEEDING IS PREFERABLE (AUG. 20 TO OCT. 20). SPRING SEEDING SHOULD BE BETWEEN
MARCH 15- MAY 15. NO SUMMER SEEDING.
SEED
SEED ANY
DISTURBED
AREAS
SEED ANY
DISTURBED
AREAS
2WO
2WO
4" MULCH
& EDGING
3NM
2PS
3PS
1PS
2PS
3NM
SOD
4" MULCH
& EDGING
4' SOD STRIP
4' SOD STRIP
SEED ANY
DISTURBED
AREAS
SEED ANY
DISTURBED
AREAS
4' SOD STRIP
SLOPE SEED
4'
S
O
D
S
T
R
I
P
4' SOD STRIP
4" MULCH & EDGING
12SO
6LS
6GL
4SO
12LS
9GL
12SO
16LS
SEED SEED
8SO
10LS
4" MULCH
& EDGING
SEED
4" MULCH
6SO
6LS
8SO 4LS4GL
4" MULCH & EDGING
SEED
3GL
S0D
WALK
WALK
SOD
4PS
2PS
SEED
4" MULCH
& EDGING
DETENTION SEED
TURF GRASS: BLUE GRASS MIX. MNDOT MIX 2575.608 25-151 SEED RESIDENTIAL
TURFFGRASS (OR APPROVED EQUAL). PROVIDE EROSION CONTROL BLANKET ON
SIDE SLOPES.
3,723 SY
STORM BASIN SLOPES: UPLAND MIX, MNDOT TALL ROADSIDE MIX (OR APPROVED
EQUAL). PROVIDE EROSION CONTROL BLANKET ON SIDE SLOPES.
- MIX #36-241 / 36-411 SEED NORTHWEST TALLGRASS ROADSIDE
- MIX #36-241 / 36-211 SEED SOUTHERN TALLGRASS ROADSIDE
1,902 SY
DITCH RESTORATION: MNDOT STATE SEED MIX #2757.608 - ROADSIDE MIXES
(OR APPROVED EQUAL). PROVIDE EROSION CONTROL BLANKET ON SIDE SLOPES.
APPROVED BY PROJECT MANAGER:
-MIX #36-311 SEED NORTHEAST ROADSIDE
-MIX #36-241 / 36-411 SEED NORTHWEST SHORTGRASS ROADSIDE
-MIX #36-221 / 36-411 SEED SOUTHERN SHORTGRASS ROADSIDE
304 SY
PRAIRIE NURSERY , DETENTION BASIN, WET PRAIRIE SEED MIX (MIX #50062 OR
APPROVED EQUAL). PROVIDE EROSION CONTROL BLANKET ON SIDE SLOPES.2,134 SY
Know what's below.before you dig.Call
R
B&B24PS 15' x 12'2" CAL.Malus 'Pink Spires'
PINK SPIRES CRAB
4' SOD STRIP
4' SOD STRIP
11GL
2WO
2PS
2NM
2PS
4WO
3PS
1WO
2WO
3NM
1PS
2PS
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.4
0.4
0.5
0.5
0.5
0.4
0.4
0.3
0.3
0.3
0.4
0.4
0.5
0.5
0.5
0.4
0.4
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.5
0.6
0.7
0.8
0.9
0.8
0.8
0.7
0.6
0.7
0.8
0.8
0.9
0.9
0.8
0.6
0.5
0.4
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.3
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.8
1.1
1.4
1.6
1.7
1.7
1.6
1.5
1.6
1.7
1.7
1.7
1.4
1.2
0.9
0.7
0.6
0.5
0.4
0.4
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.3
0.4
0.6
0.7
0.7
0.8
0.9
0.8
0.7
0.7
0.7
0.8
1.0
1.4
2.1
2.7
3.2
3.3
3.3
3.3
3.3
3.3
3.2
2.8
2.3
1.6
1.2
0.9
0.8
0.7
0.6
0.6
0.5
0.5
0.5
0.5
0.5
0.5
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.6
0.7
0.6
0.5
0.3
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.6
0.8
1.0
1.1
1.2
1.4
1.9
1.7
1.2
0.9
0.8
1.0
1.2
1.8
2.8
4.1
5.1
5.9
6.1
6.4
6.2
6.0
5.4
4.4
3.1
2.0
1.4
1.2
1.1
1.1
1.1
1.0
0.9
0.8
0.7
0.7
0.7
0.7
0.7
0.7
0.6
0.7
0.7
0.7
0.9
1.0
1.2
1.2
1.1
0.6
0.3
0.3
0.2
0.2
0.2
0.1
0.1
0.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.4
0.7
1.0
1.4
2.2
3.5
5.3
6.1
5.7
5.5
5.7
4.8
3.0
1.9
1.6
2.1
3.3
5.1
7.3
9.3
9.8
10.7
9.8
9.7
7.9
5.7
3.7
2.3
1.6
1.4
1.5
1.6
1.9
1.9
1.9
1.6
1.3
1.1
1.0
1.0
1.0
1.0
1.0
1.0
1.1
1.2
1.4
1.6
1.9
2.2
2.1
1.6
0.6
0.4
0.3
0.3
0.2
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.3
0.4
0.6
1.0
1.6
2.4
3.8
6.2
9.4
11.8
12.7
12.3
11.3
8.6
5.2
2.9
2.0
2.3
3.6
5.7
8.9
12.8
14.7
15.5
14.7
13.3
9.9
6.3
4.1
2.5
1.7
1.5
1.8
2.4
3.0
3.4
3.5
3.0
2.4
1.7
1.5
1.5
1.5
1.5
1.5
1.5
1.6
1.8
2.0
2.4
2.9
3.3
3.3
2.8
1.6
0.7
0.5
0.4
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.4
0.4
0.6
0.8
1.4
2.2
3.2
4.9
7.5
10.8
12.5
12.2
11.9
11.6
9.5
6.0
3.4
2.4
2.6
4.0
6.1
9.5
15.9
21.0
21.1
21.3
18.4
10.4
6.5
4.2
2.5
1.7
1.6
2.0
3.1
4.4
5.5
6.0
5.3
4.0
2.6
2.2
2.1
2.2
2.2
2.1
2.2
2.3
2.5
2.9
3.3
4.0
4.5
4.6
4.1
3.0
1.4
1.0
0.5
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.6
0.7
0.9
1.2
1.8
2.9
3.9
5.6
7.7
9.5
9.8
9.5
9.2
8.7
7.8
5.8
3.7
2.9
3.1
4.5
6.6
9.9
16.1
21.4
21.3
21.5
18.5
10.4
6.5
4.2
2.5
1.7
1.6
2.3
3.6
5.3
7.4
8.9
7.8
6.1
3.9
3.4
3.3
3.1
3.0
3.0
3.0
3.1
3.3
3.7
4.1
4.7
5.3
5.6
5.4
4.5
2.5
0.9
0.8
0.4
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.5
0.8
1.2
1.4
1.9
2.4
3.6
4.6
5.8
7.1
7.5
7.3
6.9
6.7
6.5
6.0
5.1
4.1
4.0
4.3
5.5
7.6
10.3
13.7
15.3
15.9
15.1
13.6
10.1
6.3
4.1
2.5
1.8
1.7
2.4
3.8
5.6
8.2
10.5
10.6
8.5
6.8
6.0
4.6
4.1
4.0
4.0
3.9
3.8
3.9
4.2
4.5
4.9
5.5
5.9
5.8
5.4
3.9
2.1
1.0
0.5
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.5
0.9
1.6
2.7
2.9
3.4
4.3
5.1
5.6
5.7
5.6
5.1
4.8
5.0
5.2
5.2
4.9
5.2
6.2
6.8
7.9
9.3
9.8
10.6
10.5
11.2
10.1
10.0
8.1
5.8
3.9
2.5
1.8
1.8
2.5
3.9
5.8
8.5
10.7
12.6
11.2
8.9
8.0
5.3
5.0
5.1
5.1
4.9
4.7
4.6
4.6
4.8
5.1
5.5
5.8
5.8
5.5
5.2
3.6
1.8
0.6
0.2
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.6
0.9
1.5
3.6
4.4
4.2
4.8
5.3
5.1
4.9
4.8
4.6
5.0
6.0
7.5
7.8
7.4
8.1
10.5
10.7
11.5
11.3
9.1
7.8
7.1
7.1
6.6
6.4
5.7
4.8
3.5
2.5
2.0
2.0
2.7
4.1
5.9
8.6
10.8
12.6
11.0
11.2
8.5
5.7
5.7
6.2
6.4
6.2
5.9
5.6
5.2
5.2
5.5
5.6
5.7
5.8
5.7
5.4
4.2
2.7
1.3
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.6
0.9
1.5
3.6
4.5
4.3
4.8
5.2
4.9
4.7
4.7
5.1
6.6
10.5
15.2
15.4
13.8
15.9
19.3
17.7
15.4
12.9
8.7
5.7
4.5
4.0
3.8
3.7
3.7
3.4
3.1
2.7
2.5
2.5
2.9
4.2
5.9
8.4
10.5
10.2
8.2
6.6
6.1
5.8
6.1
6.9
7.5
7.4
7.0
6.5
5.9
5.8
5.8
5.8
5.6
5.5
5.4
5.2
4.3
3.1
1.8
0.7
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.6
0.9
1.6
2.9
3.1
3.5
4.3
4.9
4.9
4.8
5.0
5.8
8.9
17.4
29.5
30.2
21.2
26.9
35.4
27.2
19.3
15.0
8.8
4.7
3.0
2.3
2.1
2.2
2.3
2.7
3.1
3.8
3.9
3.4
3.4
4.2
5.8
7.6
8.7
7.7
6.2
4.3
4.4
5.1
6.0
7.1
8.0
8.4
8.0
7.3
6.7
6.4
6.0
5.8
5.3
5.0
4.9
4.6
3.9
2.9
1.8
0.9
0.4
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.5
0.9
1.3
1.6
2.1
2.5
3.5
4.1
4.6
4.8
5.2
6.5
10.7
21.7
38.4
37.0
31.3
24.3
46.2
34.4
23.3
17.6
9.5
4.3
2.3
1.6
1.2
1.3
1.7
2.4
4.2
7.0
7.8
5.5
3.9
4.1
5.2
6.1
6.3
5.4
4.3
3.4
3.6
4.4
5.6
6.8
7.8
8.9
9.2
8.4
7.9
7.2
6.6
5.3
4.7
4.3
4.1
3.8
3.2
2.4
1.5
0.9
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.5
0.7
0.9
1.1
1.5
2.1
3.0
3.5
4.1
4.5
5.1
6.8
11.3
21.7
35.9
36.4
30.4
34.9
45.2
35.7
26.4
19.7
10.0
4.3
2.1
1.4
1.0
1.7
1.9
2.9
6.2
12.3
14.0
8.2
4.6
4.3
5.0
5.4
5.2
4.1
2.9
2.7
3.1
3.9
5.1
6.3
7.3
8.6
9.5
8.9
8.9
8.3
6.2
4.5
3.9
3.6
3.4
3.0
2.5
1.8
1.2
0.8
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.4
0.5
0.6
0.9
1.2
1.8
2.5
3.0
3.6
4.1
4.8
6.8
11.6
22.0
35.2
35.8
31.4
35.5
44.4
36.6
28.1
21.0
10.9
4.5
2.3
1.6
4.6
20.3
18.7
17.4
16.2
0.0
0.0
9.0
18.6
20.1
19.9
18.0
18.5
18.9
3.7
2.2
2.7
3.4
4.5
5.6
6.5
7.7
8.8
8.3
8.1
7.5
5.3
3.7
3.2
2.9
2.8
2.4
1.9
1.4
1.0
0.6
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.3
0.4
0.6
0.8
1.1
1.6
2.1
2.6
3.0
3.6
4.5
6.7
11.9
23.8
40.4
41.1
28.9
39.0
51.5
38.9
28.6
21.9
11.4
5.0
2.8
2.6
17.8
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
29.7
5.9
1.8
2.3
3.0
3.9
5.0
6.1
7.4
8.7
7.3
6.8
5.6
4.5
3.1
2.6
2.4
2.2
1.9
1.5
1.2
0.8
0.5
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.3
0.4
0.6
0.8
1.1
1.5
1.9
2.3
2.6
3.1
4.1
6.4
11.5
23.2
39.5
40.3
24.4
38.4
50.2
38.5
28.6
22.0
11.6
5.4
3.8
4.6
8.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
23.2
5.8
1.6
2.1
2.8
3.6
4.6
5.6
6.7
8.0
7.8
5.9
4.4
3.6
3.1
2.6
2.4
2.2
1.8
1.5
1.1
0.8
0.6
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.4
0.5
0.7
0.9
1.3
1.6
1.9
2.1
2.4
2.8
3.8
6.1
11.2
21.7
33.9
34.0
30.8
36.2
43.6
36.8
28.8
21.9
11.8
5.8
5.1
8.6
12.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
23.3
6.1
1.5
2.0
2.6
3.4
4.2
5.1
5.9
5.9
5.7
5.5
5.0
4.5
4.2
4.0
3.5
3.0
2.5
2.0
1.4
1.0
0.6
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.6
0.8
1.1
1.5
1.8
2.1
2.3
2.4
2.8
3.7
6.0
11.3
23.2
38.7
39.2
28.6
38.8
48.5
37.9
28.6
21.9
11.7
5.9
5.5
9.9
14.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
23.2
6.0
1.4
1.9
2.4
3.0
3.7
4.4
5.1
5.6
6.5
7.3
8.4
8.9
9.0
8.7
7.8
6.4
4.9
3.5
2.2
1.3
0.7
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.5
0.7
1.0
1.5
1.9
2.3
2.5
2.6
2.6
2.9
3.8
6.2
11.6
24.3
40.8
40.5
33.9
30.9
50.8
39.1
28.6
22.0
11.8
5.6
4.4
6.3
8.6
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
23.2
5.1
1.3
1.7
2.0
2.5
3.0
3.7
4.8
6.7
9.3
12.6
15.4
18.1
19.1
18.4
16.1
13.1
9.3
5.8
3.4
1.7
0.8
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.4
0.6
0.9
1.3
1.8
2.4
2.9
3.0
3.0
3.0
3.2
4.0
6.4
11.6
22.6
36.0
35.5
31.5
36.3
45.9
37.1
28.5
21.8
11.4
5.2
3.2
3.5
16.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
23.0
4.7
1.2
1.4
1.7
2.0
2.3
2.9
4.3
7.2
10.9
16.9
22.3
26.4
29.0
27.8
23.3
18.7
12.3
7.7
3.9
1.7
0.7
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.3
0.5
0.7
1.1
1.6
2.3
3.1
3.7
3.8
3.7
3.5
3.7
4.6
6.9
12.2
23.4
36.3
35.4
31.8
36.5
45.6
37.3
28.8
21.6
11.2
4.9
2.6
2.3
16.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
23.3
4.9
1.1
1.2
1.4
1.7
1.9
2.4
3.9
6.9
12.5
21.4
31.9
38.8
44.4
41.9
35.1
25.1
13.7
7.9
3.9
1.6
0.7
0.4
0.2
0.1
0.1
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.3
0.4
0.6
0.8
1.3
1.9
2.7
3.8
4.6
4.7
4.5
4.4
4.6
5.4
7.6
13.1
26.1
42.1
40.8
34.4
39.7
51.2
39.0
28.7
21.7
11.2
4.7
2.4
2.2
18.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
22.2
5.0
1.0
1.2
1.3
1.5
1.8
2.4
3.8
7.0
14.4
26.3
48.0
62.2
71.6
66.5
55.0
36.1
18.8
8.9
4.1
1.7
0.8
0.4
0.2
0.1
0.1
0.0
0.0
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.3
0.3
0.5
0.6
1.0
1.5
2.2
3.2
4.6
5.8
5.7
5.5
5.5
5.7
6.3
8.3
13.6
25.7
40.7
39.9
27.4
40.6
49.8
38.0
28.4
21.2
10.7
4.4
2.3
2.5
19.9
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.0
1.2
1.4
1.7
1.9
2.5
4.0
7.2
14.5
31.7
55.0
72.8
79.5
78.6
63.5
35.4
19.6
8.7
4.2
1.7
0.7
0.3
0.2
0.1
0.1
0.0
0.0
0.1
0.1
0.1
0.2
0.3
0.3
0.3
0.4
0.4
0.6
0.8
1.1
1.6
2.4
3.8
6.1
7.2
7.0
6.5
6.7
6.9
7.4
9.3
14.2
24.7
36.2
35.4
31.6
36.7
43.7
36.0
27.8
20.3
10.1
4.0
2.0
2.1
19.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
20.0
13.7
2.4
1.1
1.4
1.6
2.0
2.3
3.0
4.5
7.7
15.1
27.2
49.6
64.1
73.9
69.1
57.5
38.3
19.8
9.0
4.4
1.8
0.7
0.3
0.2
0.1
0.1
0.0
0.1
0.1
0.1
0.2
0.3
0.4
0.5
0.5
0.5
0.6
0.8
1.0
1.3
1.9
3.0
5.0
6.3
8.6
8.3
7.9
7.9
7.9
8.5
10.2
14.7
26.7
41.7
38.4
24.5
38.8
47.8
35.2
25.5
18.5
9.2
3.7
1.8
1.6
17.5
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
19.7
1.7
0.6
1.2
1.6
2.0
2.6
2.9
3.6
5.2
8.3
13.9
23.0
33.8
41.9
47.9
45.5
38.7
28.0
15.8
9.2
4.6
1.7
0.7
0.3
0.2
0.1
0.1
0.0
0.1
0.1
0.2
0.3
0.4
0.6
0.7
0.8
0.8
0.8
1.0
1.2
1.5
2.0
2.9
4.6
6.8
8.1
8.9
9.4
9.1
8.9
9.2
10.5
14.7
25.8
40.1
38.4
31.4
37.1
45.5
32.5
22.1
16.3
8.4
3.6
1.9
1.9
18.5
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
19.4
2.1
1.0
1.3
2.2
2.7
3.2
3.8
4.6
6.1
9.1
12.8
18.8
24.8
29.1
32.1
31.2
26.8
21.9
15.0
9.7
4.9
1.8
0.7
0.3
0.2
0.1
0.1
0.0
0.1
0.1
0.2
0.4
0.6
0.8
1.1
1.1
1.2
1.2
1.4
1.6
1.8
2.2
3.1
4.8
6.8
7.1
8.9
9.3
9.0
8.7
9.0
9.8
12.5
19.7
28.2
26.2
24.0
27.3
32.6
25.1
18.3
13.5
7.2
3.2
1.8
2.0
19.6
23.2
24.2
23.2
19.0
22.2
25.3
25.2
25.7
24.9
25.0
22.9
7.3
2.0
1.8
1.9
2.3
3.0
3.8
4.4
5.1
6.3
8.4
11.1
14.5
18.0
21.2
22.9
22.4
20.2
17.1
13.0
8.6
4.9
1.8
0.7
0.3
0.2
0.1
0.1
0.0
0.1
0.1
0.2
0.4
0.8
1.1
1.4
1.6
1.7
1.7
1.9
2.0
2.1
2.5
3.3
5.1
6.4
8.6
8.3
7.8
7.8
7.7
7.9
8.3
9.6
12.2
15.2
15.9
15.1
16.7
18.8
16.9
14.5
11.0
6.1
3.1
1.9
1.5
3.4
4.0
4.7
5.3
2.9
3.1
4.5
8.5
7.8
6.6
6.5
6.7
2.7
2.1
1.9
2.0
2.4
3.1
4.0
4.7
5.4
6.2
7.1
8.1
9.2
10.6
11.9
12.5
12.4
11.9
10.8
9.1
6.6
3.9
1.5
0.7
0.4
0.2
0.1
0.1
0.0
0.1
0.1
0.2
0.4
1.0
1.4
1.7
2.1
2.4
2.4
2.4
2.3
2.3
2.6
2.9
3.9
6.0
7.1
7.0
6.5
6.6
6.6
6.6
6.7
7.2
8.5
9.7
9.9
9.7
10.7
12.0
11.3
10.6
8.4
5.1
2.9
1.9
1.5
1.6
1.9
2.4
2.8
3.1
3.7
4.2
5.0
4.3
3.8
3.3
3.0
2.6
2.1
1.9
1.9
2.3
3.0
3.9
4.5
5.3
5.9
6.4
6.4
6.5
6.7
7.0
7.1
7.1
7.2
7.1
6.7
5.4
3.0
1.2
0.6
0.3
0.2
0.1
0.0
0.1
0.1
0.2
0.5
1.1
1.7
2.1
2.6
3.1
3.2
3.0
2.7
2.7
2.7
2.9
3.4
4.6
5.7
5.7
5.5
5.4
5.4
5.3
5.4
5.8
6.5
6.9
7.2
7.5
8.1
8.4
7.7
7.2
6.2
4.2
2.7
1.9
1.6
1.7
2.0
2.5
3.0
3.5
4.0
4.6
5.3
4.7
4.2
3.6
3.1
2.7
2.1
1.8
1.8
2.2
2.9
3.7
4.2
5.0
5.6
6.3
5.9
5.7
5.4
5.2
5.0
5.1
5.4
5.7
5.5
4.8
2.4
1.1
0.6
0.3
0.2
0.1
0.0
0.1
0.1
0.2
0.5
1.3
2.0
2.4
3.2
3.8
4.1
3.7
3.1
2.9
2.8
2.6
3.0
3.9
4.6
4.7
4.6
4.4
4.4
4.4
4.6
4.8
5.0
5.3
6.0
6.5
6.8
6.6
5.8
4.9
4.3
3.5
2.6
2.0
1.7
1.8
2.1
2.6
3.1
3.7
4.3
3.9
5.4
4.0
4.4
3.9
3.1
2.7
2.1
1.7
1.7
2.0
2.6
3.4
3.8
4.4
4.9
5.4
5.0
4.5
4.2
4.1
4.0
4.2
4.6
5.0
4.9
4.3
2.1
0.7
0.5
0.2
0.1
0.1
0.0
0.1
0.1
0.2
0.6
1.3
2.1
2.6
3.8
4.6
5.1
4.4
3.4
2.9
2.6
2.4
2.6
3.2
3.7
3.8
3.7
3.5
3.6
3.8
4.0
4.1
4.2
4.5
5.0
6.0
6.4
5.7
4.6
4.0
3.5
3.1
2.5
2.0
1.7
1.8
2.1
2.6
3.1
3.6
4.1
4.6
5.3
4.8
4.2
3.7
3.1
2.6
2.0
1.7
1.6
1.8
2.3
2.9
3.2
3.5
4.1
4.7
3.6
3.7
3.2
3.1
3.3
3.6
4.2
4.8
4.9
4.2
2.1
0.8
0.4
0.2
0.1
0.1
0.0
0.1
0.1
0.3
0.7
1.4
2.1
2.7
4.3
5.1
5.7
4.8
3.5
2.8
2.5
2.2
2.2
2.5
2.9
3.0
3.0
2.9
3.0
3.1
3.3
3.4
3.7
4.1
4.7
5.3
4.3
5.1
4.4
3.7
3.1
2.7
2.3
1.9
1.7
1.7
2.0
2.5
3.0
3.2
3.7
4.0
4.7
4.1
3.7
3.3
2.9
2.5
2.0
1.6
1.5
1.6
2.0
2.5
2.8
3.1
3.5
3.9
3.4
2.9
2.5
2.5
2.9
3.3
3.9
4.6
4.6
3.7
2.1
0.5
0.2
0.1
0.1
0.1
0.0
0.1
0.1
0.3
0.8
1.5
2.1
2.7
4.5
5.7
6.0
5.3
3.6
2.7
2.4
2.0
1.8
1.9
2.2
2.4
2.4
2.4
2.4
2.5
2.6
2.9
3.2
3.7
4.2
3.5
4.0
3.4
3.9
3.3
2.8
2.3
1.9
1.6
1.5
1.6
1.9
2.3
2.7
2.9
3.2
3.3
3.9
3.5
3.2
2.9
2.6
2.3
1.8
1.5
1.4
1.5
1.8
2.2
2.5
2.7
3.0
3.2
2.9
2.4
2.0
2.1
2.5
3.0
3.6
4.1
4.0
3.2
1.9
0.4
0.2
0.1
0.1
0.0
0.0
0.1
0.1
0.3
0.9
1.6
2.1
2.7
4.1
4.5
4.7
4.8
3.6
2.6
2.3
1.8
1.5
1.5
1.6
1.8
1.9
1.9
1.8
1.9
2.0
2.2
2.5
2.9
3.3
3.0
3.0
3.0
3.2
2.6
2.2
1.8
1.5
1.3
1.3
1.4
1.6
2.0
2.3
2.4
2.5
2.7
3.0
2.8
2.4
2.4
2.2
2.0
1.7
1.4
1.3
1.3
1.6
1.9
2.1
2.2
2.3
2.2
2.0
1.7
1.5
1.8
2.2
2.7
3.1
3.4
3.2
2.5
1.6
0.2
0.1
0.1
0.1
0.0
0.0
0.1
0.1
0.3
0.8
1.5
2.1
2.7
4.5
5.5
5.9
5.1
3.4
2.5
2.1
1.6
1.2
1.1
1.2
1.3
1.4
1.4
1.3
1.4
1.4
1.6
1.7
1.9
2.1
1.9
1.9
1.9
2.0
1.8
1.5
1.3
1.1
1.0
1.0
1.1
1.3
1.6
1.7
1.8
1.8
2.0
2.2
2.1
1.9
1.8
1.7
1.6
1.4
1.2
1.1
1.2
1.3
1.5
1.7
1.7
1.7
1.5
1.4
1.2
1.2
1.4
1.8
2.1
2.3
2.4
2.2
1.8
1.1
0.3
0.1
0.1
0.0
0.0
0.0
0.1
0.1
0.3
0.7
0.7
1.1
1.4
2.1
2.5
2.8
2.3
1.7
1.3
1.1
0.9
0.9
0.8
0.9
1.0
1.0
1.0
0.9
1.0
1.0
1.1
1.1
1.2
1.1
1.2
1.1
1.2
1.1
1.1
1.0
0.9
0.8
0.8
0.8
0.9
1.0
1.1
1.2
1.2
1.3
1.4
1.4
1.4
1.3
1.2
1.3
1.2
1.1
1.0
1.0
1.0
1.1
1.1
1.2
1.2
1.1
1.1
1.0
0.9
0.9
1.1
1.3
1.5
1.6
1.5
1.4
1.1
0.7
0.3
0.1
0.1
0.0
0.0
0.0
0.0
0.1
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.6
0.7
0.7
0.6
0.6
0.6
0.6
0.7
0.7
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.8
0.9
0.9
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.8
0.8
0.7
0.7
0.7
0.7
0.8
0.9
1.0
1.0
0.9
0.8
0.7
0.4
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.2
0.3
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.5
0.4
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.3
0.3
0.4
0.4
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.3
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.2
0.2
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
GEN 3
9,176 SQ FT
UPDATED 11-2024
W
X
Y W X
Y
W X
Y W
X
Y
WX
Y W X
Y
W
X
Y WX
Y
W
X
Y W X
Y
W X
Y WX
Y
W
X
Y W X
Y
W X
Y W
X
Y
WX
Y W X
Y
W
X
Y WX
Y
NO
PARKING
HC
ACCESSIBLE
ZONE
NO
PA
R
K
I
N
G
HC
AC
C
E
S
S
I
B
L
E
ZO
N
E
NO
PARKING
LOADING
ZONE
SI
G
N
SI
G
N
-
M
O
N
U
M
E
N
T
S
I
G
N
JA
C
Q
U
A
R
D
A
V
E
N
U
E
ZCL8'-6" X 34'-0"12,000-GALLON
ZCL
10'-512" X 35'-912"
20,000-GALLON ZCL8'-6" X 34'-0"12,000-GALLON
ZCL8'-6" X 34'-0"12,000-GALLON
ZCL
10'-512" X 35'-912"20,000-GALLON
EBW
FRONT
543
21
EBW
PU
L
L
F
O
R
W
A
R
D
L
A
N
E
1
0
0
'
MASTER
SATELLITE
MASTER
MASTER
SATELLITE
3 TANK
46' x 42'
20 K - SIDE DIESEL
FACE OF CURB
15' PERIMETER POTENTIAL OVER DIG - CLASS A & B SOILS
25' PERIMETER POTENTIAL OVER DIG - CLASS C SOIL
W.P.
C800
PH
O
T
O
M
E
T
R
I
C
S
I
T
E
P
L
A
N
D20
S7E
CF
C5
CFBK
S1H
P1F
P2F
P2FL
CWT
PROVIDE (3) 16' POLES AND (9) 27' POLES.
FIXTURE QUANTITIES
- 33
- 4
- 10
- 10
- 8
- 2
- 6
- 8
- 3
- 5
LED DOWN LIGHT MOUNTED UNDER FUEL CANOPIES
LED STRIP LIGHT MOUNTED IN GABLE
RECESSED LED DOWNLIGHT
POLE MOUNTED LED FIXTURE
FIXTURE SYMBOLS:
CONTRACTOR SHALL POLE MOUNT FIXTURE 4'-0" FROM BACK OF CURB TO EDGE
OF POLE BASE TO AVOID UNDERGROUND UTILITIES.
KEYED NOTES:
OVERALL SITE:
AVERAGE: 5.8 FC
MAXIMUM: 83.8 FC
MINIMUM: 0.0 FC
CALCULATION STATISTICS
1
2
3
1. FOOTCANDLE LEVELS SHOWN ON THIS PLAN ARE CALCULATED AT GRADE
LEVEL.
2. ALL POLES SHALL BE INSTALLED A MINIMUM OF 6'-0" FROM BACK OF CURB TO
EDGE OF POLE BASE UNLESS NOTED.
3. POLES THAT ARE LOCATED AT CORNER OF ISLAND SHALL BE A MINIMUM OF
6'-0" FROM BACK OF CURB TO EDGE OF POLE BASE. POLES THAT MUST BE
INSTALLED LESS THAN 6'-0" FROM BACK OF CURB TO EDGE OF POLE BASE
SHALL HAVE PROTECTIVE BOLLARDS INSTALLED AROUND THE POLE BASE.
COORDINATE WITH KWIK TRIP PRIOR TO INSTALLATION.
GENERAL NOTES:
LSI LIGHTING: MRS-LED-30L-SIL-FT-UNV-50-70CRI-WHT
S7E -
FIXTURE TYPES:
D20 -
CF -
CFBK -
C5 -
P2F -
LSI LIGHTING: SCV-LED-23L-SCFT-UNV-DIM-50-BLK
MOUNTED UNDER DIESEL CANOPY MOUNT FIXTURES WITH
FORWARD THROW OPTIC AIMING IN DIRECTION OF ARROW.
LSI LIGHTING: SCV-LED-15L-SC-UNV-DIM-50-WHT MOUNTED
UNDER GAS CANOPY
LSI LIGHTING: SCV-LED-23L-SCFT-UNV-DIM-50-WHT MOUNTED
UNDER GAS CANOPY MOUNT FIXTURES WITH FORWARD
THROW OPTIC AIMING IN DIRECTION OF ARROW.
LED STRIP LIGHT MOUNTED IN GABLE LITHONIA
TZL1N-L96-10000LM-FST-MVOLT-50K-90CRI
RECESSED LED DOWNLIGHT GOTHAM
EVO8-35/30-AR-WD-120-TRW
GRADE LEVELCURB
CEME-TUBE FORM
ABOVE GRADE
DRILLED PIER
FOUNDATION
3'
3'
27
'
DETAIL APPLIES TO POLES 1 THRU 4, 8 THRU 12
POLE SHALL BE RATED FOR
WIND SPEED OF 125MPH
LOT LIGHT ELEVATION DETAIL
NOT TO SCALE
NOTE: SEE KEYED NOTES
ON THIS SHEET FOR
EXACT LOCATION OF
POLES BEHIND CURB
LINE.
(TYP.)
CONTRACTOR SHALL POLE MOUNT FIXTURE 6'-0" FROM BACK OF CURB AND 12'-0"
FROM THE OVER DIG OF UNDERGROUND FUEL TANK TO EDGE OF POLE BASE.
CONTRACTOR SHALL POLE MOUNT FIXTURE 6'-0" FROM BACK OF CURB TO EDGE
OF POLE BASE.
Know what's below.
before you dig.Call
R
PLOTTING NOTE: PLANS PLOTTED TO 11x17
SHEET SIZE ARE 12 SCALE-
0
NORTH
30 60
1"=60'
SCALE:1" = 30'
30 15
LED FORWARD THROW LIGHT MOUNTED UNDER FUEL CANOPIES
D20 D20 D20 D20 D20 D20 D20
D20
D20
D20
D20
D20
D20
D20
D20
D20 D20D20
D20D20D20D20D20D20D20D20
D20
D20
D20
D20
D20
D20
D20 S7E S7E
S7E
S7E
LOT LIGHT ELEVATION DETAIL
NOT TO SCALE
GRADE LEVELCURB
CEME-TUBE FORM
ABOVE GRADE
DRILLED PIER
FOUNDATION
3'
16
'
POLE SHALL BE RATED FOR
WIND SPEED OF 125MPH
3'
DETAIL APPLIES TO POLES 5 THRU 7
NOTE: SEE KEYED NOTES
ON THIS SHEET FOR
EXACT LOCATION OF
POLES BEHIND CURB
LINE.
(TYP.)
16'27'POLE HEIGHT
DRAWN BY
SCALE
PROJ. NO.
FAX (608) 781-8960PH. (608) 781-8988
LACROSSE, WI 54602-21071626 OAK STREETP.O. BOX 2107
KWIK TRIP, Inc.
DATE
SHEET
DESCRIPTIONDATENO.
INTERNAL REVIEW12DEC25
Signed
Date 2-2026
Amy A. Sullivan
Reg. No. 63354
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
Architect under the laws of the
State of Minnesota.
GRAPHIC
25-1939
2/2/2026
CO
N
V
E
N
I
E
N
C
E
S
T
O
R
E
1
9
3
9
LA
K
E
V
I
L
L
E
,
M
N
--
IN
S
I
T
E
S
2
5
-
0
2
9
P
M
A
.
M
.
-
4205 Lancaster Lane North Suite 113
Plymouth, Minnesota 55441
7 6 3 . 383 . 8400
insitesinc.net mail@insitesinc.net
SITE PLANNING LANDSCAPE ARCHITECTURE IN
C
.
-
ISSUE FOR SUBMITTAL09JAN26
-SUBMITTAL SET02FEB26
-SITE REDESIGN20FEB26
-COMMENTS04MAR26
-ISP 225JUN26
-ISP 322JUL26
P2FLPOLE 1
1 27'
LSI LIGHTING: MRS-LED-30L-SIL-FT-UNV-50-70CRI-WHT-IL P2FL -
TWS LED ALO @2400LM SWW2 @30K MVOLTCWT -
LSI LIGHTING: MRS-LED-18L-SIL-FT-50-70CRI-WHT P1F -
LSI LIGHTING: SLM-LED-18L-SIL-2-50-70CRI-IH [INTEGRATED HALF LOUVER] S1H -
WALL MOUNTED FIXTURE
CWT
P2FLPOLE 2
1 27'
CFBK
CFBKCFBK
CFBK
CFBK
CFBKCFBK
CFBK
P1FPOLE 3
1 27'
P2FPOLE 4
1 27'
P2FPOLE 5
3 16'
P2FPOLE 6
1 16'
P2FPOLE 8
2 27'
P2FPOLE 9
2 27'
S1HPOLE 10
4 27'
P1FPOLE 11
1 27'
P1FPOLE 12
1 27'
CWT
CWT
CWT
CWT
CF CF
C5 C5
CF CF
C5 C5
CF CF
C5 C5
CF CF
C5 C5
CF CF
C5 C5
CONTRACTOR SHALL POLE MOUNT FIXTURE 8'-0" FROM BACK OF CURB TO EDGE
OF POLE BASE.
4
PROPERTY LINE
PROVIDE FIXTURE WITH
(2) INTEGRATED HALF
LOUVER(S) WHERE
INDICATED
P2FLPOLE 7
1 16'
PROPERTY LINE
EXHIBIT J
EXTERIOR ELEVATION NOTES
A.
CONTROL JOINT SEALANT TO MACH VENEER COLOR.B.
C.
SEE FLOOR PLAN FOR WINDOW TYPE KEYS.
ALL DOWNSPOUTS TO CONNECT W/ BELOW GRADE DRAIN.
D. VERIFY NUMBER OF GABLE'S AND LOCATION OF SIGNAGE WITH OWNER.
E.CAST ALUMINUM BRICK VENT SHALL APPLY TO ALL STORES WITH CANOPY
BRICK COLUMNS. REFER TO A700/A701 IF STORE REQUIRES BRICK COLUMNS
F.CONTROL JOINTS LOCATED AT WINDOW AND DOOR LOCATIONS TO HAVE
BACKER ROAD AND SEALANT AT LOOSE LINTELS.
F1F2F3F4F5
11329
5
14 15 12 16 31 12 21
3
3215 16
19
9
14 2
7820
3
2
22
5
19 9" / 1'-0"
97' - 4"9' - 0"
2' - 0"13' - 0"15' - 0"18' - 0"14' - 10"17' - 8"16' - 10"7' - 0"
23
F6
31 31
23' - 0"
T./ ROOF
304
(BEYOND)
4
(BEYOND)
30 4
7
820
4
444
4
(BEYOND)
4
4 4
FAFDFE
5
6 16 3 215
19 198720 19
3
5
1615214
11 7 89
3
FBFC
9" / 1'-0"
9" / 1'-0"
1512 12
4' - 8" 3' - 10" 5' - 6" 3' - 4" 9' - 8"10' - 8"15' - 0"10' - 8"16' - 0"13' - 8" 2' - 4" 4' - 0"
95' - 4"6' - 0"
44
4
4
(BEYOND) AT
INTERIOR GLAZING
44
4 4
35
19
F1 F2 F5
22
2 3 14
19
19
20
9
9" / 1'-0"
5
29' - 4"68' - 0"9' - 0"
F6
19
19 20 7 8 22
3
2
5 44444
5
4 (BEYOND)
(BEYOND) AT
CORNER 4
4
4(BEYOND)
16
2' - 0"12' - 8"14' - 8"4' - 0"18' - 0"24' - 0"18' - 0" 4' - 0"7' - 0"
34 343434
4 4
7 8 1127
FA FD FEFA1
9
19
3
14
16 5
22 19 20 7 8
632
9 9 FF
1717
4' - 0" 2' - 0"24' - 8"24' - 8"4' - 4"24' - 8"4' - 0" 3' - 2" 3' - 10" 4' - 0"
36 1
6' - 0"84' - 4"
9" / 1'-0"
9" / 1'-0"
17
11' - 0"11' - 0"
19
25 22544
(BEYOND)
4
4
4
4
A
R
C
H
I
T
E
C
T
S
I
N
C
75
0
N
.
T
h
i
r
d
S
t
r
e
e
t
L
a
C
r
o
s
s
e
,
W
I
5
4
6
0
1
(6
0
8
)
7
8
4
-
2
7
2
9
Ph
(6
0
8
)
7
8
4
-
2
8
2
6
Fa
x
KWIK TRIP, Inc.
P.O. BOX 2107
1626 OAK STREET
LA CROSSE, WI 54602-2107
PH. (608) 781-8988
FAX (608) 781-8960
SHEET TITLE
TYPE:
DRAW N BY:
DATE:
JOB #:
PR
O
J
E
C
T
T
I
T
L
E
:
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
SHEET NO.
REVISIONS
A200
Exterior Elevations
CD Set
3/19/2026
G3
I
-
L
H
-
S
V
La
k
e
v
i
l
l
e
M
N
Kwi
k
T
r
i
p
,
I
n
c
.
EXTERIOR ELEVATION KEYNOTES
MARK DESCRIPTION
1 TRASH ENCLOSURE.
2 MODULAR BRICK VENEER (RED).
3 BRICK SOLDIER COURSE (TAN). SEE SECTION FOR SIZE
4 BRICK CONTROL JOINT. SEALANT COLOR TO MATCH BRICK COLOR.
5 ALUMINUM DOWNSPOUT.
6 HOLLOW METAL DOOR & FRAME. PAINT. CAULK COLOR TO MATCH
BRICK.
7 ALUMINUM FASCIA - ALMOND.
8 ALUMINUM FASCIA - RED.
9 PREFINSIHED STANDING SEAM METAL ROOFING.
10 CT CABINET AND ELECTRICAL METER. RE: ELECT. PLANS.
11 EIFS.
12 CAST ALUMINUM BRICK VENT - ACCEPTABLE OPTIONS: HOHMANN &
BARNARD #C825, 8" X 2 1/4" OR EX 825.
13 EMERGENCY FUEL SHUT OFF. RECESS FLUSH w/ WALL.
14 6" BOLLARD w/ 40" PLASTIC SLEEVE. SEE SHEET A124.
15 ALUMINUM STOREFRONT FRAMING w/ INSULATED GLAZING. CAULK
COLOR GRAY DYMONIC.
16 ALUMINUM STOREFRONT ENTRANCE. CAULK COLOR GRAY
DYMONIC,
17 ICE MERCHANDISER
18 LP CAGE
19 SNOW RETENTION BAR
20 PREFINISHED METAL GUTTER
21 BLUE HDCP. BOLLARD. REFER TO SITE PLANS.
22 PREFINISHED METAL WALL CAP.
23 KNOX BOX LOCATION WHEN NEEDED. OWNER PROVIDED.
24 SPLASH BLOCK
25 PROVIDE LOCK BOLT FOR EACH LEAF
26 INSULATED POLYCARBONATE DOOR
27 VTR. SEE PLUMBING PLANS.
28 NOT USED
29 SUPPLY FAN. SEE HVAC PLANS.
30 FIRE EXTINGUISHER CABINET
31 HANDICAP PUSH PLATE. SE EELECTRICAL SHEETS FOR MOUNTING
HEIGHTS.
32 STREET ADDRESS NUMBERS TO BE LOCATED ON ENTRANCE DOOR.
VERIFY WITH OWNER BEFORE APPLYING.
33 BRICK SOLDIER COURSE FIELD COLOR - (RED).
34 ALUMINUM STOREFRONT FRAMING w/ INSULATED SPANDREL
GLAZING. CAULK COLOR GRAY DYMONIC.
35 CO2 FILL BOX. SEE FLOOR PLAN FOR MOUNTING HEIGHTS.
36 RECESSED OIL FILL BOX. SEE FLOOR PLAN FOR MOUNTING
HEIGHTS.
BAC Blend-a-Color
W1 White
02
B1 Black
R2 Maroon
R3 Magenta
32 64 120
-
-
-
-
12
24
19
26
1
1
-
1
-
-
-
1
1/8" = 1'-0"1 FRONT ELEVATION
1/8" = 1'-0"4 RIGHT ELEVATION
1/8" = 1'-0"3 REAR ELEVATION
1/8" = 1'-0"2 LEFT ELEVATION
Exterior Door Color Code EXTERIOR COLOR SCHEDULE
MATERIAL MANUFACURER COLOR
BOLLARDS BLACK, GLOSS
FASCIA UNA-CLAD
24 GA.
REGAL RED
ALMOND
GUTTERS &
DOWNSPOUTS
--
UNA-CLAD HEMLOCK
GREEN
METAL ROOF
MORTAR
TAN BRICK TREMCO DYMONIC LIMESTONE
ROOF CAP CAR
WASH
UNA-CLAD HEMLOCK
GREEN
TAN BRICK CLEAR BUFF
EIFS TOTAL WALL DIRTY MARTINI
SWIRL TEXTURE
TRASH
ENCLOSURE CAP
UNA-CLAD HEMLOCK
GREEN
SOFFIT UNA-CLAD ALMOND
ALMOND
GREY
--
--
SEALANT
RED BRICK TREMCO DYMONIC REDWOOD TAN
RED BRICK CABERNET
BURGUNDY
LEGENDARY
LEGENDARY
BRICK LINTEL
PAINT
MORNING MIST
(OR EQUAL)
TOTAL WALL
NO. DATE
Brick
AREA
EIFS
Storefront
Roof
%
715
125
440
1025
30
5.5
20
44.5
Material
Brick
AREA
Gate
Storefront
Roof
%
850
135
35
1205
38
6
1.5
54.5
Material
Brick
AREA
EIFS
Storefront
Roof
%
870
110
220
1055
38.5
5
10
46.5
Material
Brick
AREA
EIFS
Storefront
Roof
%
840
105
205
1060
38
5
9
48
Material
EXHIBIT K
KWIK TRIP, INC.
P.O. Box 2107
1626 Oak Street
La Crosse WI 54602-2107
PH. (608) 781-8988
10 MPD Canopy
CANOPY ELEVATION
CANOPY PERSPECTIVE
EXHIBIT L
CANOPY PERSPECTIVE
CANOPY EXIT ELEVATION CANOPY END ELEVATION
KWIK TRIP, INC.
P.O Box 2107
1626 Oak Street
La Crosse, WI 54602-2107
PH. (608) 781-8988
FAX (608) 781-8960
3-Lane Diesel Canopy
EXHIBIT M
1
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
CONDITIONAL USE PERMIT
FINDINGS OF FACT AND RECOMMENDATION
On August 6, 2026, the Lakeville Planning Commission met at it’s regularly scheduled
meetings to consider the application of Kwik Trip for a conditional use permit to allow a
motor vehicle fuel sales use with convenience grocery and or prepared food in the I-1, Light
Industrial District. The Planning Commission conducted a public hearing on the application
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 Comprehensive Planning District No. 6, the property is
guided for warehouse/light industrial uses.
2. The property is zoned I-1, Light Industrial District.
3. The legal description of the property will be, upon the recording of the Interstate South
Logistics Park Fourth Addition final plat:
Lot 1, Block 1, Interstate South Logistics Park Fourth Addition
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:
Finding: The proposed motor vehicle fuel facility is consistent with uses allowed
in industrial areas of the City. The building meets the requirements of the I-1,
District as well as those within Chapter 37 of the Zoning Ordinance relating to
motor vehicle fuel facilities, which is consistent with the policies and provisions
of Planning District 6 of the Comprehensive Land Use Plan.
2
b) The proposed use is or will be compatible with future land uses of the area.
Finding: A motor vehicle fuel facility in the I-1 District will be compatible with
existing and future land uses in the area provided compliance with the
stipulations outlined in the conditional use permit.
.
Finding: The proposed motor vehicle fuel sales use in the I-1 District conforms
to the performance standards set forth in the Zoning Ordinance required for a
conditional use permit for a motor vehicle fuel facility.
Finding: The proposed motor vehicle fuel facility will be served with existing
public services and will not overburden the City’s service capacity.
Finding: Traffic generation from the motor vehicle fuel facility can be
accommodated by Jacquard Path and 217th Street.
5. The Planning Commission report dated July 24, 2026 prepared by Kris Jenson,
Planning Manager, is incorporated herein.
August 6, 2026
The Planning Commission recommends that the City Council approve the conditional use
permit conditioned upon compliance with the planning report by Kris Jenson, Planning
Manager, dated July 24, 2026.
LAKEVILLE PLANNING COMMISSION
BY: __________________________
Christine Zimmer, Chair
City of Lakeville
Public Works – Engineering Division
Memorandum
To: Kris Jenson, Planning Manager
Chloe Anderson, Civil Engineer
McKenzie L. Cafferty, Environmental Resources Manager
Joe Masiarchin, Parks and Recreation Director
Zach Jorgensen, City Forester
Zach Johnson, City Engineer
Tina Goodroad, Community Development
Julie Stahl, Finance Director
Dave Mathews, Building Official
July 24, 2026
Kwik Trip Site Plan Report
• Site Plan Review
• Grading and Erosion Control Plan Review
• Utility Plan Review
Kwik Trip, Inc. has submitted a site plan application named Kwik Trip Site Plan. The proposed
site plan is located east of and adjacent to Jacquard Avenue, south of and adjacent to 215th
Street (CSAH 70), and north of and adjacent to 217th Street W. The parent parcel consists of
Lot 1 Block 1, Interstate Logistics Park Fourth Addition, zoned I-1, Light Industrial District.
The site plan proposes construction of a fuel station and convenience store on 4.28 acres.
The proposed development will be completed by:
Developer: Kwik Trip, Inc.
Engineer/Surveyor: Sunde Engineering
The site is undeveloped. A majority of the property was mass graded with the development of
Interstate South Logistics Park Third Addition. The land generally slopes from the north to the
south.
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The site is bounded by 215th Street (CSAH 70) to the north, Jacquard Avenue to the east, and
217th Street W to the south. Existing public infrastructure is available adjacent to the site,
including watermain, sanitary sewer, and storm sewer facilities.
215th Street (CSAH 70)
The site is located south of and adjacent to 215th Street, a Principal Arterial roadway as
identified in the City’s Comprehensive Transportation Plan. 215th Street adjacent to the site is
a four-lane divided rural roadway. There are no improvements proposed to this street with
the subject site plan.
Jacquard Avenue
Kwik Trip is located east of and adjacent to Jacquard Avenue, a major collector as identified in
the City’s Comprehensive Transportation Plan. Jacquard Avenue is constructed adjacent to
the site as a 40-ft wide rural roadway with paved shoulders within a 100-foot right-of-way.
Jacquard Avenue provides a signalized access intersection to 215th Street for the industrial
development area. The site proposes the addition of driveway access from Jacquard Avenue.
217th Street
The site is located north of and adjacent to 217th Street W, a minor collector roadway as
identified in the City’s Transportation Plan. 217th Street W has been constructed as 40-ft wide
rural section roadway to promote infiltration and stormwater treatment within 80-ft of right-
of-way. One driveway access point is proposed from 217th Street W.
Private Driveway
The site proposes a private driveway access from 217th Street W, east of the site. This access is
situated partially across Outlot A, Interstate South Logistics Park Fourth Addition.
Construction traffic access and egress for grading, utility and street construction shall be
determined with the final construction plans.
Development includes the grading and restoration of public trails. Bituminous trails will be
constructed along the south side of 215th Street (CSAH 70) (10-foot 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 plat’s frontage.
Development includes the grading and installation of concrete sidewalk (8-foot wide) along
Jacquard Avenue connecting 215th Street (CSAH 70) to the proposed site access along
Jacquard Avenue. The sidewalk shall be ADA compliant and accessible.
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The City’s Parks, Trails, and Open Space Plan does not designate a park within this site. A Park
Dedication Fee is not applicable to this site as it has been collected on the parent parcel
previously.
Kwik Trip is located within sub-district SC-10180 and SC-10410 of the South Creek sanitary
sewer district as identified in the City’s Comprehensive Sewer Plan. The wastewater from the
proposed site will be conveyed by City-owned sanitary sewer facilities to the Elko/New Market
interceptor and then to the Empire Wastewater Treatment Plant. The existing City-owned
downstream facilities are adequate to convey the wastewater generated by the proposed
development.
A private sanitary sewer service will be extended from the sanitary sewer within 217th Street
for development within Lot 1, Block 1, Interstate South Logistics Park Fourth Addition.
Final locations and sizes of all sanitary sewer facilities will be reviewed by City staff with the
building permit application and final construction plans.
The site proposes extension of private watermain from an existing stub along 217th Street to
provide domestic service for the development.
Final locations and sizes of all watermain facilities will be reviewed by City staff with the
building permit application and final construction plans.
The site is located within subdistrict SC-199 of the South Creek District of the City’s
Comprehensive Water and Natural Resources Management Plan.
Development includes the construction of one (1) dry detention basin. The private basin will
treat runoff generated from the proposed site. The basin will outlet east of the site to the
adjacent Outlot A, Interstate South Logistics Park Fourth Addition. A stormwater maintenance
agreement (SMA) will be required and shall be signed prior to the recording of the site
improvement performance agreement. The stormwater system shall provide water quality
treatment, volume reduction, and rate control of the stormwater runoff generated from the
proposed site improvements and is in compliance with City Ordinance requirements.
The site contains more than one acre of site disturbance. A National Pollution Discharge
Elimination System General Stormwater Permit for construction activity is required by the
Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by
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grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City
upon receipt from the MPCA.
Kwik Trip proposes the construction of private storm sewer systems. The privately-owned and
maintained storm sewer will be located within Lot 1, Block 1, Interstate South Logistics Park
Fourth Addition and will collect and convey stormwater runoff generated from within the
development to the stormwater management basin.
Drain tile construction is required in areas of non-granular soils within the development for
the street sub-cuts and lots. Any additional drain tile construction, including perimeter drain
tile required for building footings, which is deemed necessary during construction shall be
the Developer’s responsibility to install and finance.
Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the
building permit application and final construction plans.
The development is shown on the Flood Insurance Rate Map (FIRM #27037C0194E 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.
There are no wetlands within the project area.
There are no significant trees located within the project area. A tree preservation plan is not
required.
EERROOSSIIOONN CCOONNTTRROOLL
The Developer is responsible for obtaining an MPCA Construction Permit for the site prior to
construction. The SWPPP has been reviewed by the city and revisions are needed prior to any
grading on the site. The SWPPP will need to be submitted and approved by City staff prior to
start of any activity on the site. 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.
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The MS4 Administration Fee has not been collected on the parent parcel and must be paid
with the site plan, calculated as follows:
Kwik Trip Kwik Trip
SECURITIES
The Developer shall provide a Letter of Credit as security for the Developer-installed
improvements relating to Kwik Trip. Construction costs are based upon estimates submitted
by the Developer’s engineer on July 30, 2026.
CONSTRUCTION COSTS
Sanitary Sewer Connection $ 5,000.00
Watermain Connection 5,000.00
Storm Sewer 349,807.00
Streets 10,732.00
Grading, Drainage, Erosion Control and Restoration 156,227.00
SUBTOTAL - CONSTRUCTION COSTS $ 537,646.00
The Developer shall post a security to ensure the final placement of iron monuments at
property corners with the site plan. The security is $100.00 per lot for a total of $100.00. The
City shall hold this security until the Developer’s Land Surveyor certifies that all irons have
been placed following site grading, street and utility construction.
The Developer shall submit the final plat and construction drawings in an electronic format.
The electronic format shall be in .pdf and either .dwg/.dxf or .shx format.
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The Developer shall also pay a cash fee for City Engineering Administration. The fee for City
Engineering Administration will be based on three percent (3.00%) of the estimated
construction cost, or $16,129.38.
Engineering recommends approval of the Kwik Trip site plan, grading and erosion control
plan, and utility plan, subject to the requirements and stipulations within this report.