HomeMy WebLinkAboutItem 05a - Interstate South Logistics Park Fourth Addn Pre Plat1
City of Lakeville
Community Development
Memorandum
To: Planning Commission
From: Kris Jenson, Planning Manager
Date: April 28, 2026
Subject: Packet Material for the May 7, 2026 Planning Commission Meeting
Agenda Item: Interstate South Logistics Park Fourth Addition Preliminary plat
and CUP
Application Action Deadline: July 8, 2026
BACKGROUND
Representatives of Scannell Properties #496, LLC have submitted applications
for a preliminary plat and conditional use permit for a two lot, one outlot
subdivision to be known as Interstate South Logistics Park Fourth Addition.
The site is 37.9 acres in area and located south of 215th Street (CSAH 70), east of
Jacquard Avenue, and north of 217th Street.
The applicant is proposing an approximately 75,000 square foot building with
office, production, and warehouse space for a single tenant on Lot 2, Block 1.
The conditional use permit is to allow the site to exceed 125% of the parking
requirements based upon the uses proposed for the site.
The development of Lot 1, Block 1, will be reviewed under a separate
application. The property is zoned I-1, Light Industrial District, where the
proposed use is permitted.
The preliminary plat plans have been reviewed by Engineering, Environmental
Resources, Forestry, and Parks and Recreation Department staff.
EXHIBITS:
A. Aerial Location Map
B. Zoning Map
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C. Preliminary Plat
D. Existing Conditions
E. Site Plan (3 pages)
F. Grading Plan (2 pages)
G. Utility Plan (2 pages)
H. Storm Sewer Plan (2 pages)
I. Landscape Plan (4 pages)
J. Exterior Elevation and Floor Plans (2 pages)
K. Parking Narrative (4 pages)
L. Dakota County Plat Commission letter dated April 9, 2026
PLANNING ANALYSIS
PRELIMINARY PLAT
Existing Conditions. The property is undeveloped land that was graded as part
of a previous phase of the Interstate South Logistics Park development.
Surrounding Land Uses. The site is surrounded by the following existing or
planned land uses:
Direction Existing Use Land Use Plan Zoning
North 215th Street (CSAH 70),
medical office, self storage,
Office Park,
Warehouse/Light
OP, Office Park
I-1, Light
South 217th Street, Amazon XL Warehouse/Light I-1, Light
East Industrial office/warehouse Warehouse/Light I-1, Light
West Jacquard Avenue, City-Office Park OP, Office Park
Lots/Blocks. Two lots on one block are proposed with the preliminary plat
along with one outlot for future development. Lot 1, Block 1 is 4.28 acres in area
with over 300 feet of lot width while Lot 1, Block 2 is 12.72 acres in area and
nearly 600 feet of lot width. Both lots exceed the minimum lot area (30,000
square feet) and lot width (100 feet) requirements of the I-1 District.
Streets. There are no public streets proposed to be constructed with the
Interstate South Logistics Park Fourth Addition preliminary plat, but the site is
adjacent to the following existing public streets:
215th Street (CSAH 70) abuts the proposed preliminary plat to the north and is
identified as a principal arterial (four-lane divided) roadway in the City’s
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Transportation Plan. All required right-of-way for 215th Street was dedicated
with previous plats. Access to and from the property will be from 217th Street
via Jacquard Avenue or Dodd Boulevard (CSAH 9), both of which are currently
provide for full access to 215th Street (CSAH 70).
217th Street is a 40 foot wide paved rural-section roadway that runs along the
south side of the plat and will provide access for both lots and the outlot in the
future.
Jacquard Avenue is identified as a major collector street in the City’s
Transportation Plan. It is constructed as a 40-foot-wide rural roadway within a
100-foot right-of-way and provides a full access to 215th Street (CSAH 70).
The Dakota County Plat Commission recommended approval of the
preliminary plat at their April 8, 2026 meeting. The Plat Commission letter is
attached to this memo.
Tree Preservation. There are no significant trees on the site.
Wetlands. There are no wetlands on the site. An earlier phase of the Interstate
South Logistics Park development mitigated delineated wetlands on the site;
no additional delineation is required.
Grading, Drainage, Erosion Control, Utilities. Grading, drainage, erosion
control, and utility plans have been submitted with the preliminary plat and
are discussed in more detail in the April 30, 2026 engineering report. A copy of
the report is attached for your review. The Engineering Division recommends
approval of Interstate South Logistics Park Fourth Addition preliminary plat
and development plans subject to the comments outlined in the engineering
report.
Park Dedication, Trails and Sidewalks. The City’s Comprehensive Parks, Trails,
and Open Space Plan does not identify any future park land needs in the area
of the plat. Bituminous trails will be constructed on the south side of 215th Street
with a future City and County project. Park dedication will be satisfied with a
cash fee in effect at the time of final plat approval.
CUP/SITE PLAN ANALYSIS
Construction of more than 125% of the number of spaces required by section
11-19-13.A of the Zoning Ordinance requires a conditional use permit per Section
11-19-13.J of the Zoning Ordinance.
The site development and construction plans propose one approximately
75,000 square foot building with a proposed future expansion area of 25,000
square feet. The building is being constructed for a Domino’s Pizza Distribution
Supply Chain Center. Information provided by the applicant indicates that the
building will be 10% office, 18% manufacturing, and 72% warehouse. The future
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building expansion of approximately 25,000 square feet would be 100%
warehouse space.
Parking. The applicant has provided a narrative that outlines the activities in
the building relative to the parking needs on site. As noted above, about 10%
of the building is office space, which will have the typical daytime weekday use.
The manufacturing portion of the building runs 24 hours a day over three
shifts, and the balance of the building is warehouse space. The building will
also host regular training sessions that see an additional 25 vehicles on site. The
table below shows the parking requirements for the various uses based on
their portion of the building. It also shows what would be required for the
future warehouse addition.
Building Use (SF) area (SF) Code Req. stalls
7,533 6,779.70 1:250 SF 27.12
13,225 11,902.50 1:600 SF 19.84
53,673 48,305.7 1:1,000 SF 48.31
74,431 66,987.90 -
warehouse
24,726 22,253.40 1:1,000 SF 22.25
99,157 89,241.30 -
The table shows that based on the proposed building, 95 parking spaces are
required. The applicant is proposing to construct 142 parking stalls at this time,
which exceeds the 125% maximum allowed by the Zoning Ordinance, thus the
request for a conditional use permit. If the future warehouse was being built at
this time, 118 parking spaces would be required. The proposed 142 parking
spaces would not exceed 125% of that total, meaning a CUP would not be
required. The applicant has indicated their preference to construct all of the
parking spaces with the initial construction, so as to not disrupt the parking
area in the future to add spaces.
Building Setbacks. The I-1, Light Industrial District requires the following
setback requirements:
(217th St) (215th St /CSAH 70)
100+ feet to the west
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Building Height/Exterior Materials. The proposed building will be one-story
and 44 feet in height, in compliance with I-1 District requirements. The building
will be constructed precast concrete panels with reveals (grade B), utilizing
four colors to break up the large walls as well as glass windows and doors
(grade A). The exterior building materials and design comply with Zoning
Ordinance requirements for the I-1 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 I-1 District, as allowed by the Zoning
Ordinance.
Site Access. The property will have two access points to 217th Street, on the
south side of the site. Direct access to 215th Street (CSAH 70) is not permitted.
Circulation. All drive aisles and parking stalls comply with the required aisle
width and parking stall dimensions for 90-degree vehicle parking. The site has
been designed to allow vehicle circulation around the entire building. Parking
for employee and visitor vehicles is on the south side of the building with semi-
trucks and trailer parking available on the east side of the building, opposite
the loading docks.
Landscaping/Screening. The landscape plan proposes 63 evergreen trees and
31 overstory trees as well as a variety of shrubs and perennials. Zoning
Ordinance 11-21-9.B requires industrial and commercial properties to include
perimeter plantings, including along the right-of-way of the proposed
preliminary plat. Prior to City Council consideration of the preliminary plat and
CUP, the landscape plan must be revised to add overstory and/or evergreen
trees along the north property line to meet this screening requirement, as well
as to screen mechanical equipment on the west side of the building. Due to
the stormwater pond on the south side of the site adjacent to 217th Street,
landscaping is proposed between the pond and the parking area for screening.
All of the landscaped areas within and adjacent to the parking lot, including
landscaped islands, shall be irrigated in compliance with the Zoning
Ordinance. The City Forester has reviewed the landscape plan and has
approved the proposed mix of species for the site. A financial security will be
required with the final plat to guarantee installation of the approved
landscaping.
Fencing. The site plan indicates that an integral-color vinyl coated eight-foot
tall (8’) chain link fence will be installed around the sides and rear of the
building to enclose the loading and truck parking areas of the site. The height
and style of the proposed fence comply with Zoning Ordinance requirements.
The entrance gate to the truck loading area is set sufficiently back from 217th
Street so as to not cause congestion on the public street. A lockbox issued by
the Fire Department for emergency access is required.
6
Trailer Parking. There are 60 proposed trailer parking spaces along the east
side of the building, all of which are located within the fenced area of the site.
The parking narrative provided as part of the CUP request includes information
about trailers on site. The narrative notes that there are several different types
of trailers used for the business and that the total number of various trailers on
site in a typical day is 43-46 trailers. The site plan indicates a 15-foot-wide rock
mulch strip along the east property line. Trailers parked in these spaces
typically overhang the parking spaces and the rock mulch helps to maintain
groundcover in that area.
Signage. Signage is not shown on the plans at this time. The Zoning Ordinance
for the I-1 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.
Site Lighting. 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.
Waste Enclosure. There is no exterior trash enclosure on the plans. 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.
Mechanical Equipment. Mechanical equipment proposed along the front
(south) side of the building is proposed to be screened with ornamental
grasses. As previously noted in this report, prior to City Council consideration
of the preliminary plat and CUP, the landscape plan must be revised to add
overstory and/or evergreen trees along the north property line to screen two
exterior silos on the west side of the building. Screening may be required on
the roof if mechanical equipment will be visible from public right of way. 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.
Snow Storage. Snow storage may not take place in required parking spaces.
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RECOMMENDATION
Community Development Department staff has determined that Interstate
South Logistics Park Fourth Addition preliminary plat, development plans, and
conditional use permit comply with Subdivision and Zoning Ordinance
requirements for the I-1 district. Staff recommends approval of the preliminary
plat and conditional use permit subject to the following stipulations:
1. The recommendations listed in the Engineering Division memorandum
dated April 30, 2026.
2. The site and building shall be developed and constructed consistent
with the site development plans approved by the City Council.
3. 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.
4. A lockbox issued by the Fire Department for emergency access is
required for each gate on site.
5. Prior to City Council consideration of the preliminary plat and CUP, the
landscape plan must be revised to include overstory and/or evergreen
trees along the north property line.
Findings of fact for the conditional use permit are attached to this report for
consideration.
±
215TH ST (CSAH 70)
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217TH ST
City of Lakeville
Location Map
Interstate South
Logistics Park
Fourth Addition
Subject Property
EXHIBIT A
I-1
I-1
P/OS
RS-2
P/OS
I-1
OP
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215TH ST (CSAH 70)
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RS-3
217TH ST
City of Lakeville
Location Map
Interstate South
Logistics Park
Fourth Addition
Subject Property
EXHIBIT A
New Market
Township
Eureka
Township
OP
220TH ST
OUTLOT A
LOT 2
S44°26'28"E 28.28
S0
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BLOCK 1
LOT 1
BLOCK 1
L=115.81 R=2080.53
Δ=3°11'22"
CHB=S87°48'58"E
CH=115.80
L=426.87 R=2040.14
Δ=11°59'18"
CHB=S80°11'36"E
CH=426.09
S89°26'28"E 188.41
N74°11'57
"
W
9
2
2
.
7
0
L=21.79 R=625.00
Δ=1°59'51"
CHB=S75°11'53"E
CH=21.79
L=150.46 R=625.00
Δ=13°47'37"
CHB=S83°05'37"E
CH=150.10
S0
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E
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N89°59'25"W 5.66
L=163.34 R=11374.26
Δ=0°49'22"
CHB=S86°40'39"E
CH=163.34
L=318.64 R=11374.26
Δ=1°36'18"
CHB=N87°53'30"W
CH=318.63
N86°15'59"W 17.60
L=769.00 R=11544.26
Δ=3°49'00"
CHB=S88°10'29"E
CH=768.86 N89°55'01"E 356.15 S89°55'01"W 585.53
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LEGEND
PRELIMINARY PLAT OF
THE SUBJECT PROPERTY ADDRESS:
9875 217TH ST W, LAKEVILLE, MN
PROPERTY ID - 223751200010
PRESENT ADDRESS
OUTLOT A, INTERSTATE SOUTH LOGISTICS PARK THIRD ADDITION,
according to the recorded plat thereof, Dakota County, Minnesota.
OUTLOT B, INTERSTATE SOUTH LOGISTICS PARK, according to the
recorded plat thereof, Dakota County, Minnesota.
OUTLOT A, INTERSTATE SOUTH LOGISTICS PARK, according to the
recorded plat thereof, Dakota County, Minnesota.
LEGAL DESCRIPTION OF PROPERTY TO BE PLATTED
PLATTED AREAS
GROSS LAND AREA TO BE PLATTED = 1,651,126.60 S.F. OR 37.90 ACRES ±
OUTLOT A = 910,240.56 S.F. OR 20.90 ACRES ±
LOT 1, BLOCK 1 = 186,609.56 S.F. OR 4.28 ACRES ±
LOT 2, BLOCK 1 = 554,276.49 S.F. OR 12.72 ACRES ±
STANTEC
2080 WOODALE DRIVE, SUITE 100
WOODBURY, MN 55125
KYLE A. DOMEK
MN LICENSE NUMBER 62734
LAND SURVEYOR
FEBRUARY 17, 2026
DATE OF PRELIMINARY PLAT
TAXPAYER / PROPERTY OWNER
SCANNELL PROPERTIES, LLC
INTERSTATE SOUTH LOGISTICS PARK
FOURTH ADDITION
SURVEYORS CERTIFICATION
I hereby certify that this survey, plan or report was prepared by me or under my
direct supervision and that I am a duly licensed land surveyor under the laws of
the State of Minnesota
2/17/2026
Kyle A. Domek Date
MN License No. 62734
EXHIBIT C
LOT 1
N66°28
'
0
5
"
W
6
4
8
.
6
6
L=50.00 R=11374.26
Δ=0°15'07"
CHB=N88°49'12"W
CH=50.00
L=481.42 R=11364.26
Δ=2°25'38"L=769.67 R=11554.26
Δ=3°49'00"S89°55'01"W 906.67
N0°33'32"E
87.25
S0
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3
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3
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OUTLOT A
BLOCK 1
LOT 1
217TH ST.
W
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4
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8" SAN SEWER STUBINV= 984.59 (PER PLANS)40LF SDR PVC @ 0.40%
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EX SAN MH 03RIM=1001.24 (PER SURVEY)INV IN=984.43 (PER PLANS)INV OUT=984.33 (PER PLANS)
EX SAN MH 02
RIM=1000.05 (PER SURVEY)INV IN=983.69 (PER PLANS)INV OUT=983.59 (PER PLANS)
EX SAN MH 01RIM=997.33 (PER SURVEY)INV IN=982.91 (PER PLANS)
INV OUT=983.01 (PER PLANS)
8" SAN SEWER STUBINV= 984.59 (PER PLANS)40LF SDR PVC @ 0.40%
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1005
1005
EXISTING STORM SEWER
EXISTING SANITARY SEWER
EXISTING WATERMAIN
G G EXISTING UNDERGROUND GAS LINE
COM EXISTING UNDERGROUND COMMUNICATION LINE
UE UE EXISTING UNDERGROUND ELECTRIC LINE
OU EXISTING OVERHEAD UTILITY LINE
EXISTING EDGE OF PAVEMENT
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING EASEMENT LINE
EXISTING PROPERTY LINE
EXISTING CURB AND GUTTER
EXISTING SANITARY MANHOLE
EXISTING STORM SEWER MANHOLE
EXISTING STORM SEWER INLET
EXISTING STORM SEWER INLET
EXISTING FLARED END SECTION
EXISTING HYDRANT
EXISTING WATER WELL
EXISTING WATER VALVEWV
W
DYH
EXISTING SIGN
EXISTING BOLLARD/POST
EXISTING LIGHT POLE
EXISTING HANDICAP PARKING SPACE
EXISTING WETLAND
LOT LINE
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
SECTION LINE
QUARTER LINE
PROPERTY BOUNDARY
WET WET EXISTING WETLAND BOUNDARY
DWN BY:
ISSUE DATE:
PROJECT NO.:
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CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
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WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE (NOT
EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL
UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
GOPHER STATE ONE CALL
TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
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54244
04/03/2026
03
/
1
8
/
2
0
2
6
P
R
E
L
I
M
I
N
A
R
Y
B
I
D
S
E
T
2
04
/
0
3
/
2
0
2
6
C
I
T
Y
R
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S
U
B
M
I
T
T
A
L
3
CG-004
EXISTING CONDITIONS
( IN FEET )
GRAPHIC SCALE0
1 inch = 100 ft.
100 200100
LEGEND
1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.
2. EXISTING UTILITY SERVICE LINES MAY NOT BE SHOWN IN THEIR
ENTIRETY ON PLANS. CONTRACTOR TO VERIFY LOCATIONS OF
EXISTING UTILITY SERVICE LINES WITHIN THE LIMITS OF
DISTURBANCE AND REMOVE EXISTING INFRASTRUCTURE AS
NECESSARY PER CITY REQUIREMENTS TO INSTALL PROPOSED
IMPROVEMENTS.
NOTES
EXHIBIT D
X X
LOT LINE
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
PROPERTY BOUNDARY
LEGEND
CURB AND GUTTER
CONCRETE SIDEWALK
CONCRETE PAVEMENT
FENCE
RETAINING WALL [BY OTHERS]
#PROPOSED PARKING COUNT
1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.
2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE
NOTED.
3. DESIGN BY OTHER ITEMS SHOWN FOR REFERENCE ONLY.
EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.
COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATED
CONSTRUCTION DOCUMENTS/DRAWINGS.
NOTES
#
1. ITEMS BY STANTEC
1.1. MATCH EXISTING
1.2. 4" CONCRETE SIDEWALK - SEE DETAIL 1/C-804
1.3. 6" FIBER REINFORCED CONCRETE PAVEMENT WITH 3.5 LBS/CY -
SEE DETAIL 2/C-804
1.4. HEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAIL 7/C-804
1.5. LIGHT DUTY BITUMINOUS PAVEMENT - MATCH EXISTING SECTION
1.6. B612 CURB AND GUTTER - SEE DETAIL 4/C-804
1.7. TRENCH DRAIN - SEE DETAIL 11/C-804
1.8. CURB TRANSITION
1.9. CONCRETE DRIVEWAY APRON - SEE DETAIL 10/C-804
1.10. PEDESTRIAN CURB RAMP - SEE STANDARD PLAN 5-297.250/C-801
1.11. HANDICAP ACCESSIBLE PARKING STALL - SEE DETAIL SHEET C-803
1.12. VAN ACCESSIBLE PARKING STALL WITH ACCESS AISLE AND SIGN -
SEE DETAILS 3/C-803
1.13. 4" WHITE PAINT STRIPE (TYP.) - SEE DETAIL 6/C-803
1.14. NO PARKING STRIPING - SEE DETAIL 6/C-803
1.15. CONCRETE VALLEY GUTTER - SEE DETAIL 9/C-804
1.16. MATCH EXISTING PAVEMENT
1.17. STORMWATER BASIN - SEE DETAIL 4/C-805
1.18. STOP SIGN - SEE DETAIL 2,8/C-803
1.19. ROCK MULCH - SEE LANDSCAPE PLANS
1.20. BOLLARDS - SEE DETAIL 1/C-803
2. ITEMS BY OTHERS
2.1. DOOR LOCATION WITH STOOP
2.2. DOCK DOOR LOCATION
2.3. 8' CHAIN LINK FENCE COATED WITH INTEGRAL COLOR VINYL
2.4. SECURITY GATE
2.5. RETAINING WALL
2.6. EQUIPMENT
2.7. STAIRS
2.8. LIGHT POLE LOCATION/OUTDOOR LIGHTING
2.9. TRASH COMPACTOR DOOR
2.10. SNOW SCRAPER
2.11. SILO PAD FOOTING
KEYNOTES
CONSTRUCTION LIMITS
HEAVY DUTY BITUMINOUS PAVEMENT
LIGHT DUTY BITUMINOUS PAVEMENT
ROCK MULCH
MATCH EXISTING BITUMINOUS PAVEMENT
FUTURE BUILDING
EXPANSION
AREA: 25000 SF
XXX
X
X
PROPOSED BUILDING
FFE: 1003.83
AREA: 75000 SF
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OFFICE
MECH'L
20 40
2.3
2.3
2.3 2.3
2.3
2.3
2.1
2.1
2.1
1.2
1.2
1.2
1.2
1.3
1.4
1.3
1.3
1.3
1.9
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.6
1.6
1.6
1.111.121.12 1.12
1.13 1.13
2.5
2.11
2.2
2.2
2.2
2.4
1.6
1.6
1.6
1.6
1.6 1.6
1.6
R12R5
R8
R30
R30
R30
20
20
5
5
12.3
50.5
10
10
12
10
24
0
10
10
65
55
5 5
9 (TYP.)
20
(
T
Y
P
.
)
215.2
34
6
10 SIDE YARD
SETBACK
1.10
12
10
12
255.7
480.8
19
9
.
6
2.7
2.7
20
(
T
Y
P
.
)
9 (TYP.)
104.1
20
2.8
15
15
10
14
.
7
2.8
2.82.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
9
1.7
1.13
1.13
1.13
1.13
2.1
2.1
1.19
1.19
2.3
2.9
1.20
1.20
1.3
1.13
55
55
66
10 D&U
EASEMENT AND
SIDE SETBACK
10 D&U
EASEMENT AND
SIDE SETBACK
10
D
&
U
E
A
S
E
M
E
N
T
40
R
E
A
R
SE
T
B
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L
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1.2 1.2
55
33.1
R3.7
R65
R50
20
R15
R50
R50
24
.
5
40
14
.
7
68
7.
7
88
.
4
69
.
6
15
15
10
R10
R1.8
R1.8
R1.8
R1.8
R1.8
R3
R3
R10
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.4
1.4
1.6
1.6
1.6
1.6
1.6
1.6
1.6
1.11 20
1.13
1.13
1.14
1.19
1.19
1.17
1.20
2.12.1
2.1
1.20
2.7
2.2
2.1
2.8
2.8
1.3
2.10
1.10
2.8
2.82.82.8
40
7.7
2.8
2.8
2.8
C-102
ENLARGED SITE PLAN
DWN BY:
ISSUE DATE:
PROJECT NO.:
C:
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SHEET NO.:
SHEET TITLE:
4/
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3
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:
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6
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CLIENT:
PR
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CHK'D BY: APP'D BY:
CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
04/24/2026
JRL YMK PWS
03
/
0
2
/
2
0
2
6
C
I
T
Y
S
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B
M
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1
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A
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE (NOT
EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL
UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
GOPHER STATE ONE CALL
TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
54244
04/24/2026
03
/
1
8
/
2
0
2
6
P
R
E
L
I
M
I
N
A
R
Y
B
I
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S
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2
04
/
0
3
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2
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2
6
C
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3
04
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2
4
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2
0
2
6
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S
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B
M
I
T
T
A
L
4
( IN FEET )
GRAPHIC SCALE
0
1 inch = 30 ft.
30 6030
SEE SHEET C-103
EXHIBIT E
217TH S
T
.
W
15" FES
INV= 993.24 (PER SURVEY)
XXX
X
X
X
X
X
XXXXXX
21
19
23
23
4
27
5
20 40
2.1
1.2
1.2
1.4
1.4
1.4
1.4
1.4
1.5 1.5
1.5
1.5 1.5
1.51.5
1.6
1.6
1.6
1.111.121.12 1.12
1.13
1.13
1.13
1.13 1.13
1.13
1.13
1.13
1.13
2.5
2.4
1.6
1.6
1.6
1.6
1.6
1.6
R20
R3
R15
R8
R3 R3 R3
R15 R20
R20
R15
R3R8
R13
0
R10
0
R130R100
R50
R12R5
R30
R60
30
24
20
10
10
24
30
30
5 5
9
(
T
Y
P
.
)
20 (TYP.)
9 (TYP.)
20
(
T
Y
P
.
)
9 (TYP.)
9
1.10
1.17
1.17
12
255.7
2.6
24
24
24
24
24
2424
20
(
T
Y
P
.
)
9 (TYP.)
20
(
T
Y
P
.
)
9 (TYP.)
20
(
T
Y
P
.
)
20
(
T
Y
P
.
)
9 (TYP.)
20
(
T
Y
P
.
)
20
(
T
Y
P
.
)
9 (TYP.)
20
(
T
Y
P
.
)
20
(
T
Y
P
.
)
9
(
T
Y
P
.
)
20 (TYP.)
9 (TYP.)
20
(
T
Y
P
.
)
R15
R3
33
9
24
R30
R30
1.18
30
2.8
2.8
2.8
2.8
2.82.8
2.8
R130R100
R30
R30
1.8
1.8
1.8
1.8
1.18
2.8
2.8
2.8
2.82.8
30
1.1
1.1
1.1
1.18
2.3
2.3
1.3
10 D&U
EASEMENT AND
SIDE SETBACK
1.14 1.14
40
F
R
O
N
T
Y
A
R
D
SE
T
B
A
C
K
10 SIDE YARD
SETBACKR1
5
24
.
5
R10
R1.8
1.1
1.6
1.6
1.6
1.6
1.11 20
1.132.12.1
1.10
2.8
1.16
1.161.1
1.1
1.1
1.1
1.16
2.8
X X
LOT LINE
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
PROPERTY BOUNDARY
LEGEND
CURB AND GUTTER
CONCRETE SIDEWALK
CONCRETE PAVEMENT
FENCE
RETAINING WALL [BY OTHERS]
#PROPOSED PARKING COUNT
1.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.
2.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE
NOTED.
3.DESIGN BY OTHER ITEMS SHOWN FOR REFERENCE ONLY.
EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.
COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATED
CONSTRUCTION DOCUMENTS/DRAWINGS.
NOTES
#
1.ITEMS BY STANTEC
1.1.MATCH EXISTING
1.2.4" CONCRETE SIDEWALK - SEE DETAIL 1/C-804
1.3.6" FIBER REINFORCED CONCRETE PAVEMENT WITH 3.5 LBS/CY -
SEE DETAIL 2/C-804
1.4.HEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAIL 7/C-804
1.5.LIGHT DUTY BITUMINOUS PAVEMENT - MATCH EXISTING SECTION
1.6.B612 CURB AND GUTTER - SEE DETAIL 4/C-804
1.7.TRENCH DRAIN - SEE DETAIL 11/C-804
1.8.CURB TRANSITION
1.9.CONCRETE DRIVEWAY APRON - SEE DETAIL 10/C-804
1.10.PEDESTRIAN CURB RAMP - SEE STANDARD PLAN 5-297.250/C-801
1.11.HANDICAP ACCESSIBLE PARKING STALL - SEE DETAIL SHEET C-803
1.12.VAN ACCESSIBLE PARKING STALL WITH ACCESS AISLE AND SIGN -
SEE DETAILS 3/C-803
1.13.4" WHITE PAINT STRIPE (TYP.) - SEE DETAIL 6/C-803
1.14.NO PARKING STRIPING - SEE DETAIL 6/C-803
1.15.CONCRETE VALLEY GUTTER - SEE DETAIL 9/C-804
1.16.MATCH EXISTING PAVEMENT
1.17.STORMWATER BASIN - SEE DETAIL 4/C-805
1.18.STOP SIGN - SEE DETAIL 2,8/C-803
1.19.ROCK MULCH - SEE LANDSCAPE PLANS
1.20.BOLLARDS - SEE DETAIL 1/C-803
2.ITEMS BY OTHERS
2.1.DOOR LOCATION WITH STOOP
2.2.DOCK DOOR LOCATION
2.3.8' CHAIN LINK FENCE COATED WITH INTEGRAL COLOR VINYL
2.4.SECURITY GATE
2.5.RETAINING WALL
2.6.EQUIPMENT
2.7.STAIRS
2.8.LIGHT POLE LOCATION/OUTDOOR LIGHTING
2.9.TRASH COMPACTOR DOOR
2.10.SNOW SCRAPER
2.11.SILO PAD FOOTING
KEYNOTES
CONSTRUCTION LIMITS
HEAVY DUTY BITUMINOUS PAVEMENT
LIGHT DUTY BITUMINOUS PAVEMENT
ROCK MULCH
MATCH EXISTING BITUMINOUS PAVEMENT
C-103
ENLARGED SITE PLAN
DWN BY:
ISSUE DATE:
PROJECT NO.:
C:
\
U
s
e
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s
\
y
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o
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D
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\
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IS
S
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:
SHEET NO.:
SHEET TITLE:
4/
2
4
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2
0
2
6
3
:
3
0
:
1
9
P
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CLIENT:
PR
O
J
E
C
T
T
I
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L
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:
CHK'D BY:APP'D BY:
CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
04/24/2026
JRL YMK PWS
03
/
0
2
/
2
0
2
6
CI
T
Y
S
U
B
M
I
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1
PR
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,
D
A
K
O
T
A
C
O
U
N
T
Y
MI
N
N
E
S
O
T
A
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE (NOT
EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL
UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
GOPHER STATE ONE CALL
TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
54244
04/24/2026
03
/
1
8
/
2
0
2
6
PR
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L
I
M
I
N
A
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Y
B
I
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S
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T
2
04
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0
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6
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S
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B
M
I
T
T
A
L
3
04
/
2
4
/
2
0
2
6
CI
T
Y
R
E
S
U
B
M
I
T
T
A
L
4
( IN FEET )
GRAPHIC SCALE
0
1 inch = 30 ft.
30 6030
SEE SHEET C-102
( IN FEET )
GRAPHIC SCALE
0
1 inch = 30 ft.
30 6030
►
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►►
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IIIIIIIIIIIIIIIII
►►
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I
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I
I
I
I
I
I
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I
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I
I
FUTURE BUILDING
EXPANSION
AREA: 25000 SF
XXX
X
X
PROPOSED BUILDING
FFE: 1003.83
AREA: 75000 SF
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
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X
X
X
X
X
X
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X
X
OFFICE
MECH'L
I
►
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I
I
1.
7
%
3.4%
1.8%
1.8%
1.8%
3.0%
2.4%
1.7%
1.3%
1.3%
1.0%
1.6%
1.7%
1.9
%
1.6%
1.5%
2.2
%
3.4
%
1.4%
2.5
%
2.5%
2.0%
1.7%
1.8%
1.0%
1.3%
1.3%
1.3%
3:1
3:1
3:1
2.4%
2.5%
6.4%
1.
9
%
1.
8
%
1.
8
%
1.
8
%
1.
8
%
1.
8
%
1.
8
%
1.
9
%
1.
9
%
1.
8
%
1.
8
%
1.
9
%
5.6%
1.
5
%
5.8%
1.
5
%
5.8%1.
5
%
1.
5
%
1.
5
%
1.
5
%
1.
5
%
1.
5
%
2.3%2.8%
3.2%
1.8%
3.
0
%
3.
0
%
1.7%
1.7%
1.7%
1.7%
1.7%
1.9
%
1.7%
4:1
3.3%
2.3%
2.8%
2.6%
2.2
%
2.2
%1.8%
1.6%
1.
5
%
FUTURE BUILDING
EXPANSION
AREA: 24,726 SF
PROPOSED BUILDING
FFE: 1003.83
DOCK EL.=999.83
AREA: 74,250 SF
3:
1
3:1
3:1
3:1
3:1
0.3
%
1.5%
2.0%
993993
994
99
4
99
4
99
4
994
994
995
995995
995
99
5
99
5
99
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6
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0
0
100
0
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10
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100
1
10
0
2
10
0
2
10
0
1
1001
100
1
10
0
1
10
0
1
1002
1002
1002
10
0
2
10
0
2
1003
100
3
998
99
8
99
8
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9
10
0
0
10
0
1
10
0
2
10
0
3
999
1000
1003
99
3
99
3
993
99
3
99
4
99
4
994
99
4
99
5
99
5
995
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5
99
6
99
6
996
99
6
99
7
99
7
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7
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1000
1001
1002
10
0
2
1003
1003
10
0
3
10
0
3
998
99
8
99
8
99
8
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998
99
8
99
8
99
9
99
9
RIM:98.00
RIM:97.00
RIM:97.00
RIM:0.53
RIM:1.00
RIM:0.40
RIM:3.42
RIM:3.58
RIM:3.59
RIM:3.60
RIM:3.56
RIM:3.52
RIM:99.64
RIM:99.64
RIM:99.64
RIM:99.64
RIM:99.64
RIM:99.42
FG:3.83
FG:99.83FG:3.83
FG:3.83
FG:3.06
RIM:2.92
FG:1.77
BW:999.48
BW:999.48
BW:1001.61
TW:1003.83
RIM:97.60
RIM:97.60
FG:3.83 FG:3.83 FG:3.83
FG:3.83FG:3.83
FG:3.83
FG:3.83
999
999999
99
9
1000 10001000
10011001
FG:3.83
FG:3.83FG:3.83FG:3.83
2.5%
3.1%
3:1
3:1
3:1
99
6
99
6
99
7
99
7
99
7
99
7
998
99
8
99
8
99
8
99
8
99
8
99
9
99
9
99
9
99
9
99
9
1000
10
0
0
10
0
0
10
0
0
10
0
0
10
0
0
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10
0
1
10
0
1
10
0
1
10
0
1
10
0
1
3:
1
3:
1
99
8
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8
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8
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5
99
5
99
5
99
6
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7
99
7
99
8
99
8
99
8
99
8
99
9
99
9
10
0
0
10
0
0
RIM:97.60 RIM:97.00
RIM:97.00
RIM:97.00
RIM:97.00
999.68
RIM:3.71
RIM:2.98
RIM:2.82
1.0%1.0%
1.0%
3.2%
3.2%
3.2%
3.2%
3.1%
1.0%1.0%2.7%
2.
3
%
1.5%
1.5%
1.6%
1.5%
1.5%1.5%
1.5%
2.7
%
1.7%
1.7%
1.7%
1.7%
1.7%
1.7%
1.7%
1.7%
1.9%
1.6%
1.5%
1.5%
1.6%
3:1
3:1
3:
1
3:1
3:1
3:
1
FG:3.83
FG:3.83
FG:3.83
RIM:99.42
FG:99.35
1.9%
2.8%
1.5%
1.5%
1.5%
1.5%
2.4%
2.7
%
3.
5
%
3.
5
%
3.
0
%
3:1
3:1
4.5%
2.1%
2.1%
2.5%
2.9%
1.8%
1.8%
1.8%
2.8%
2.5%
2.5%
3.0%
FL:2.70
FL:2.87
FL:3.10 FL:3.10
FL:3.10
FL:3.10
RIM:98.00
3:1
3:1
3:1
3:1
3:
1
5.8%
FL:3.10
FL:3.10
RIM=9XX.XX
FL=9XX.XX
FG=9XX.XX
ME=9XX.XX
SW=9XX.XX
EP=9XX.XX
EOF=9XX.XX
HP=9XX.XX
LP=9XX.XX
3.0:1
1.00%
LOT LINE
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
SECTION LINE
QUARTER LINE
EXISTING EASEMENT LINE
EXISTING PROPERTY LINE
PROPERTY BOUNDARY
LEGEND
PROPOSED MINOR CONTOUR901
PROPOSED MAJOR CONTOUR900
GRADING LIMITS
CONSTRUCTION LIMITS
FLOW LINE ELEVATION
FINISHED GRADE ELEVATION
MATCH EXISTING ELEVATION
SIDEWALK ELEVATION
PAVEMENT ELEVATION
EMERGENCY OVERFLOW ELEVATION
SURFACE GRADE & FLOW DIRECTION
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
HIGH POINT SPOT ELEVATION
LOW POINT SPOT ELEVATION
STRUCTURE RIM SPOT ELEVATION
SURFACE SLOPE (H:V) & FLOW DIRECTION
1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.
2. EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ON
POINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLE
FOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATION
OF IMPROVEMENTS AND FOR MAKING NECESSARY
ADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TO
ENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.
CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANY
FIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FOR
REWORK OF ANY UNCOMMUNICATED DISCREPANCIES.
3. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND
ENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS IN
THE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NO
FIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUT
PRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TO
NOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICT
BEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNER
AND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATED
CHANGE ORDER
NOTES
DWN BY:
ISSUE DATE:
PROJECT NO.:
C:
\
U
s
e
r
s
\
y
k
o
i
t
a
\
D
C
\
A
C
C
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1
9
0
3
0
0
6
7
3
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6
7
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4
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2
6
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Y
A
C
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U
B
A
DE
S
C
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I
P
T
I
O
N
:
DA
T
E
:
ISSUE NO.:
IS
S
U
E
N
O
.
:
SHEET NO.:
SHEET TITLE:
4/
3
/
2
0
2
6
1
:
2
6
:
0
0
P
M
CLIENT:
PR
O
J
E
C
T
T
I
T
L
E
:
CHK'D BY: APP'D BY:
CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
04/03/2026
JRL YMK PWS
03
/
0
2
/
2
0
2
6
C
I
T
Y
S
U
B
M
I
T
T
A
L
1
PR
O
J
E
C
T
B
L
A
C
K
B
E
A
R
CI
T
Y
O
F
L
A
K
E
V
I
L
L
E
,
D
A
K
O
T
A
C
O
U
N
T
Y
MI
N
N
E
S
O
T
A
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE (NOT
EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL
UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
GOPHER STATE ONE CALL
TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
54244
04/03/2026
03
/
1
8
/
2
0
2
6
P
R
E
L
I
M
I
N
A
R
Y
B
I
D
S
E
T
2
04
/
0
3
/
2
0
2
6
C
I
T
Y
R
E
S
U
B
M
I
T
T
A
L
3
C-302
ENLARGED GRADING PLAN
( IN FEET )
GRAPHIC SCALE0
1 inch = 30 ft.
30 6030
SEE SHEET C-303
EXHIBIT F
217TH ST.
W
217TH STRE
E
T
W
217TH STREET W
EX SAN MH 03
RIM=1001.24 (PER SURVEY)
INV IN=984.43 (PER PLANS)
INV OUT=984.33 (PER PLANS)
EX SAN MH 02
RIM=1000.05 (PER SURVEY)
INV IN=983.69 (PER PLANS)
INV OUT=983.59 (PER PLANS)
EX SAN MH 01
RIM=997.33 (PER SURVEY)
INV IN=982.91 (PER PLANS)
INV OUT=983.01 (PER PLANS)
12" PVC WATER SERVICE STUB
10
6
L
F
O
F
4
8
"
R
C
P
@
0
.
4
7
%
8" SDR 35
P
V
C
12" PVC
12" PVC
8" SDR 35 P
V
C
12" PVC6" PVC
48" RCP STORM SEWER
INV= 991.8 (PER SURVEY)
WV
15" FES
INV= 993.24 (PER SURVEY)
►►►►►
►
►
►
►
►
►
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►
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►
►
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►
►
►
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►
►
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►
►►
►►
►►
►►
►►
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I I I
►
►
►
►►
►►►►►►►►
I
I
I
I
I
I
I
I
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I
I
I
I
I
I
I
I
I I I I I I I I I
I
I
I
►►
►►
I I XXX
X
X
X
X
X
XXXXXX
I
►
►
►►
►►
►►
►►
►►►►►►►►►►
►►►►►►►►►►
I I I I I I
I
I
10:1
4:1
4:1
4:1
2.2
%
1.
7
%
2.2
%
1.
7
%
1.
7
%
2.2
%
4:
1
2.2
%
2.2
%
2.2
%
2.2
%2.2
%
3.2
%
2.2%
3.1%
3.1%
7.1%
3.5%
2.2
%
2.3%
2.3%
2.1
%
1.0%
3.9%
5:1
5:1
10:1
3:1
4:1
3:
1
6:1
7:1
4:
1
8.8%
3:1
6:1
3:1
3:110:1
10
:
1
6:
1
3:
1
3:
1
10
:
1
3:1
3:1
3:1
3:1
3:1
6.4%
3.3%
2.5%
2.2
%
2.2
%
1.
7
%
1.
7
%
1.
7
%
1.
7
%
1.
7
%
1.
9
%
1.
8
%
1.
8
%
1.
8
%
1.
8
%
1.
8
%
1.
8
%
1.
9
%
1.
9
%
1.
8
%
1.
8
%
1.
9
%
5.6%
1.
5
%
5.8%
1.
5
%
5.8%1.
5
%
1.
5
%
1.
5
%
1.
5
%
1.
5
%
1.
5
%
2.2
%2.1
%
1.9%
5.2
%
2.0%
2.8%
2.7
%
4.4
%
5.
0
%
2.3%2.8%
6:
1
4:1
4:1
4.
4
%
3.3%
1.
5
%
4:1
10:1
98
998
9
989
989
990
990
991 991
99
1
991
992
992
99
2
992
993
993
99
3
993
994
994
994
99
4
994
994
99
4
99
4
99
4
995
995
995
995
995
99
5
995
99
5
995
995995
99
5
996
996
996
996
996
996
99
6
99
7
997
997
997
997
99
8
998
998
998
999
99
9
996
996
997
992992 993993 994994995
995
996
996
997
997
998
99
8998
998
999
999999
999
99
9
999
1000
100
0
1000
1000
1001
10
0
1
1002
1002
985
985
986
986
987
987
988
988
989
989
990
990
991
991
100
0
10
0
0
10
0
1
10
0
1
100
1
999
1000
1001
1002
100
2
10
0
2
1003
985
986
987
988
989
990
991
992
993
994
995
998
99
7
997
998
99
8
999
99
9
10
0
0
1001
RIM:97.31
RIM:0.53
RIM:1.66
RIM:97.77
RIM:0.04
RIM:98.87
FG:3.83 BW:999.48
BW:999.48
BW:1001.61
TW:1003.83
FG:3.83 FG:3.83 FG:3.83
FG:3.83FG:3.83
3:1
3:1
4:1
4:1
4:1
3:1
3:1
10
:
1
9:1
10:1
RIM:97.13 4:1
3:1
3:1
1.0%
4.0%
2.3%
5:1
10
:
1
3:1
2.2
%
2.
6
%
1.
7
%
1.
7
%
2.2
%
2.2
%
FG:3.83
3:1
99
7
998
99
8
99
8
998
99
9
99
9
10
0
0
10
0
0
10
0
1
5:1
985986987988989990991
986
98
6
98
7
98
8
98
9
99
0
99
1
992993
994995996997
998
999
1000
99
8
995
995
996
996
997
997
998
999
EOF:0.01
99
6
99
7
99
8
99
9
999
98
5
98
6
98
7
98
8
98
9
99
0
99
1
99
2
99
3
99
4
99
5
99
5
995995
99
5
99
6
99
6
996996996996
99
6
99
7
99
8
99
9
1000
10
0
0
RIM:97.60 RIM:97.00999.68
RIM:3.71
RIM:2.98
RIM:2.82
2.7%
2.
3
%
1.5%
RIM:99.76RIM:99.26RIM:99.26
RIM:1.29
RIM:1.87
RIM:2.21
4.0%
3.1%3.1%
3.1%
3.1%
2.1
%
3.1%
3.6
%
3:1
ME:1.94
ME:1.48
ME:0.13
ME:99.08
16.2%
FL:1.05
FL:1.57
FL:1.42
FL:1.33FL:0.43
FL:0.52
FL:0.38
FL:0.74
FL:0.33 FL:1.66
FL:1.17
FL:1.75
FL:1.77
FL:1.83
FL:2.50
FL:2.70
FL:2.75
FL:2.87
FL:3.10 FL:3.10
FL:3.10
FL:3.10
FL:3.10
FG:96.00
►►
►►
►►
►►
►►
►►
►►
RIM:98.00
3:
1
5.8%
FL:3.10
FL:3.10
FG:96.00
EOF:95.50 EOF:95.50
FG:96.00
FG:96.00
EOF:95.50EOF:95.49
RIM=9XX.XX
FL=9XX.XX
FG=9XX.XX
ME=9XX.XX
SW=9XX.XX
EP=9XX.XX
EOF=9XX.XX
HP=9XX.XX
LP=9XX.XX
3.0:1
1.00%
LOT LINE
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
SECTION LINE
QUARTER LINE
EXISTING EASEMENT LINE
EXISTING PROPERTY LINE
PROPERTY BOUNDARY
LEGEND
PROPOSED MINOR CONTOUR901
PROPOSED MAJOR CONTOUR900
GRADING LIMITS
CONSTRUCTION LIMITS
FLOW LINE ELEVATION
FINISHED GRADE ELEVATION
MATCH EXISTING ELEVATION
SIDEWALK ELEVATION
PAVEMENT ELEVATION
EMERGENCY OVERFLOW ELEVATION
SURFACE GRADE & FLOW DIRECTION
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
HIGH POINT SPOT ELEVATION
LOW POINT SPOT ELEVATION
STRUCTURE RIM SPOT ELEVATION
SURFACE SLOPE (H:V) & FLOW DIRECTION
1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.
2. EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ON
POINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLE
FOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATION
OF IMPROVEMENTS AND FOR MAKING NECESSARY
ADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TO
ENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.
CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANY
FIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FOR
REWORK OF ANY UNCOMMUNICATED DISCREPANCIES.
3. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND
ENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS IN
THE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NO
FIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUT
PRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TO
NOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICT
BEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNER
AND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATED
CHANGE ORDER
NOTES
DWN BY:
ISSUE DATE:
PROJECT NO.:
C:
\
U
s
e
r
s
\
y
k
o
i
t
a
\
D
C
\
A
C
C
D
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c
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\
S
t
a
n
t
e
c
C
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g
\
1
9
0
3
0
0
6
7
3
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P
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B
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4
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0
0
6
7
3
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d
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4
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2
6
K
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A
C
O
U
B
A
DE
S
C
R
I
P
T
I
O
N
:
DA
T
E
:
ISSUE NO.:
IS
S
U
E
N
O
.
:
SHEET NO.:
SHEET TITLE:
4/
3
/
2
0
2
6
1
:
2
5
:
3
5
P
M
CLIENT:
PR
O
J
E
C
T
T
I
T
L
E
:
CHK'D BY: APP'D BY:
CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
04/03/2026
JRL YMK PWS
03
/
0
2
/
2
0
2
6
C
I
T
Y
S
U
B
M
I
T
T
A
L
1
PR
O
J
E
C
T
B
L
A
C
K
B
E
A
R
CI
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Y
O
F
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A
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I
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,
D
A
K
O
T
A
C
O
U
N
T
Y
MI
N
N
E
S
O
T
A
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE (NOT
EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL
UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
GOPHER STATE ONE CALL
TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
54244
04/03/2026
03
/
1
8
/
2
0
2
6
P
R
E
L
I
M
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N
A
R
Y
B
I
D
S
E
T
2
04
/
0
3
/
2
0
2
6
C
I
T
Y
R
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S
U
B
M
I
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T
A
L
3
C-303
ENLARGED GRADING PLAN
( IN FEET )
GRAPHIC SCALE0
1 inch = 30 ft.
30 6030
SEE SHEET C-302
FUTURE BUILDING
EXPANSION
AREA: 25000 SF
XXX
X
X
PROPOSED BUILDING
FFE: 1003.83
AREA: 75000 SF
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OFFICE
MECH'L
►
►
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IIIIIIIIIIIIIIIII8" PVC
8" PVC
8" 45° BEND
8" 45° BEND
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I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
8"
P
V
C
8" 45° BEND
8" PVC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
6" GV
6" HYDRANT
8"
P
V
C
8"X6" TEE
8" PVC
8" PV
C
8"
P
V
C
8"
P
V
C
8"
P
V
C
6" PVC
6" PVC
8" COMBINED DOMESTIC AND FIRE PROTECTION
WATER SERVICE. CONTRACTOR TO VERIFY
LOCATION, SIZE, INVERT, MATERIAL WITH
THE MEP PLANS
►►
►►
►►
►►
8" 45° BEND
8" 45° BEND
I
8" PVC
8" GV
►
►
99
1
99
1
99
2
99
2
99
3
99
3
99
4
994
99
4
99
4
99
4
SAN BLDG CONNECTION
6" INV OUT=996.50 (S)
CONTRACTOR TO VERIFY LOCATION, SIZE
INVERT, AND MATERIAL WITH MEP.
4000 GAL GREASE INTERCEPTOR
RIM=1002.98
6" INV IN=995.60 (N)
6" INV OUT=995.60 (S)
998
998
998
998
998
998
999
999
1000
100
0
10
0
1
1001
100
1
1001
100
2
100
2
1003
99
4
99
4
99
5
99
5
99
6
996
99
7
997
998
99
8
998998
998
998
998
999
6" PROCESS WASTE TO GREASE INTERCEPTOR
6" INV OUT=996.50 (S)
CONTRACTOR TO VERIFY LOCATION
SIZE, INVERT, AND MATERIAL WITH
MEP PLANS
1003
1003
1003
999
10
0
0
10
0
1
10
0
2
1003
38 LF OF 6" PVC @ 4.57%CO-02
RIM=1003.71
6" INV IN=996.26 (NW)
6" INV IN=996.26 (N)
6" INV OUT=996.26 (S)
►►
►►
DIRTY DOCK CHANNEL DRAIN
RIM=999.80
6" INV OUT=998.00 (S)
SAMPLING WELL
RIM=1002.82
6" INV IN=995.30 (N)
►►►►►►►►►►
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►►►►►►►►►►►►►►►►
I
I
6" HYDRANT
6" PVC
8"X6" TEE
6" PVC
6" GV
6" HYDRANT
6" PVC
3 LF OF 6" PVC @ 2.19%
15 LF OF 6" PVC @ 4.40%
►►►►
►►
I I
FM FM
LOT LINE
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
PROPERTY BOUNDARY
LEGEND
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
STORM SEWER
SANITARY SEWER
WATERMAIN
SANITARY MANHOLE
CLEANOUT
HYDRANT
GATE VALVE
CURB STOP
PROPOSED MINOR CONTOUR901
PROPOSED MAJOR CONTOUR900
GRADING LIMITS
STORMWATER FORCEMAIN
FIRE DEPARTMENT CONNECTION
REDUCER
1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.
2. CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT AND
MATERIAL OF ALL UTILITY CONNECTIONS TO UTILITY MAINS.
3. WATERMAIN WILL BE INSTALLED IN STRICT ACCORDANCE WITH
THE MOST CURRENT EDITION OF THE CITY ENGINEERS
ASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONS.
NOTES
DWN BY:
ISSUE DATE:
PROJECT NO.:
C:
\
U
s
e
r
s
\
y
k
o
i
t
a
\
D
C
\
A
C
C
D
o
c
s
\
S
t
a
n
t
e
c
C
o
n
s
u
l
t
i
n
g
\
1
9
0
3
0
0
6
7
3
_
P
r
o
j
e
c
t
_
B
l
a
c
k
_
B
e
a
r
\
P
r
o
j
e
c
t
F
i
l
e
s
\
a
_
C
A
D
\
4
_
P
L
A
N
S
H
E
E
T
S
\
C
-
4
0
1
U
T
I
L
I
T
Y
P
L
A
N
0
0
6
7
3
.
d
w
g
4
/
3
/
2
0
2
6
K
O
I
T
A
,
Y
A
C
O
U
B
A
DE
S
C
R
I
P
T
I
O
N
:
DA
T
E
:
ISSUE NO.:
IS
S
U
E
N
O
.
:
SHEET NO.:
SHEET TITLE:
4/
3
/
2
0
2
6
1
:
2
5
:
0
0
P
M
CLIENT:
PR
O
J
E
C
T
T
I
T
L
E
:
CHK'D BY: APP'D BY:
CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
04/03/2026
JRL YMK PWS
03
/
0
2
/
2
0
2
6
C
I
T
Y
S
U
B
M
I
T
T
A
L
1
PR
O
J
E
C
T
B
L
A
C
K
B
E
A
R
CI
T
Y
O
F
L
A
K
E
V
I
L
L
E
,
D
A
K
O
T
A
C
O
U
N
T
Y
MI
N
N
E
S
O
T
A
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE (NOT
EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL
UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
GOPHER STATE ONE CALL
TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
54244
04/03/2026
03
/
1
8
/
2
0
2
6
P
R
E
L
I
M
I
N
A
R
Y
B
I
D
S
E
T
2
04
/
0
3
/
2
0
2
6
C
I
T
Y
R
E
S
U
B
M
I
T
T
A
L
3
C-402
ENLARGED UTILITY PLAN
( IN FEET )
GRAPHIC SCALE0
1 inch = 30 ft.
30 6030
SEE SHEET C-403
EXHIBIT G
217TH ST.
W
217TH STRE
E
T
W
217TH STREET W
EX SAN MH 03
RIM=1001.24 (PER SURVEY)
INV IN=984.43 (PER PLANS)
INV OUT=984.33 (PER PLANS)
EX SAN MH 02
RIM=1000.05 (PER SURVEY)
INV IN=983.69 (PER PLANS)
INV OUT=983.59 (PER PLANS)
EX SAN MH 01
RIM=997.33 (PER SURVEY)
INV IN=982.91 (PER PLANS)
INV OUT=983.01 (PER PLANS)
12" PVC WATER SERVICE STUB
10
6
L
F
O
F
4
8
"
R
C
P
@
0
.
4
7
%
8" SDR 35
P
V
C
12" PVC
12" PVC
8" SDR 35 P
V
C
12" PVC6" PVC
48" RCP STORM SEWER
INV= 991.8 (PER SURVEY)
WV
15" FES
INV= 993.24 (PER SURVEY)
XXX
X
X
X
X
X
XXXXXX
►►►►►
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I I I
8" 45° BEND
►►
►►►►►►►►
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
►
►
►
8" PVC8"X8" TEE 8" 45° BEND
8" 45° BEND
8" PVC
I
I
I
►►
►►
I I
8" PVC
8"
P
V
C
8" PVC 8" PVC
8" PVC
12"X8" REDUCER
8" 45° BEND
8" 45° BEND
I
8" PVC
8" GV
8"X8" TEE
►
►
99
4
99
4
99
6
99
7
93 LF OF 6" PVC @ 2.63%
212 LF OF 6" PVC @ 1.61%
169 LF OF 6" PVC @ 1.66%
CO-01 W/ 90DEG BEND
RIM=1002.21
6" INV IN=994.75 (N)
6" INV OUT=994.75 (E)
SSMH 02
RIM=1001.66
6" INV OUT=990.10 (W)
SSMH 03
RIM=997.77
6" INV IN=986.60 (N)
6" INV OUT=986.50 (S)
INVERT, AND MATERIAL WITH MEP.
48" MH
EX. SSMH-2
RIM=999.77
EX. INV IN=983.69 (W)
PR. INV IN=983.69 (N)
EX. INV OUT=983.59 (E)
DEPTH=16.2
4000 GAL GREASE INTERCEPTOR
RIM=1002.98
6" INV IN=995.60 (N)
6" INV OUT=995.60 (S)
985986987988989990991992993994
996
996
99
7
99
8
98
5
98
6
98
7
98
8
98
9
99
0
99
1
992
993
99
3
994
99
4
995
99
5
99
6
99
7
99
8
987
988
989
990
991
993993994994995995996996997997
997
998998
99
8
999
985
985
986
986
987
987
98
8
988
98
9
989
99
0
990
99
1
991
99
2
99
3
99
4
99
5
99
6
99
7
998
985986987988989990991
992
993
994
995
996
997
998
999
992
99
2
993
99
3
994
99
4
995
99
5
996
99
6
997
99
7
99
7
99
7
99899
8
99
8
999999
99
9
10
0
0
10
0
1
10
0
2
10
0
2
99
7
99
8
99
9
10
0
0
1001
10
0
1
10
0
1
998
999
1000
100
0
10
0
0
1001
10
0
1
10001000
1000
1001
1002
1003
1000
1001
1002
998
15 LF OF 6" PVC @ 2.03%
99
6
99
7
99
8
99
9
10
0
0
10
0
1
67 LF OF 6" PVC @ 2.61%
CO-02
RIM=1003.71
6" INV IN=996.26 (NW)
6" INV IN=996.26 (N)
6" INV OUT=996.26 (S)
SSMH 01
RIM=1001.29
6" INV IN=992.30 (W)
6" INV IN=992.30 (NW)
6" INV OUT=990.30 (S)
►►
►►
►►
►►
SANITARY FLOW METER VAULT
RIM=1001.87
6" INV IN=990.00 (N)
6" INV IN=990.00 (E)
6" INV OUT=990.00 (S)
SAMPLING WELL
RIM=1002.82
6" INV IN=995.30 (N)
6" INV OUT=995.20 (SE)
►►►►►►►►►►
►►►►►►►►►►
I I I I I I
I
I
6" GV8"X6" TEE
6" HYDRANT
6" PVC
15 LF OF 6" PVC @ 4.40%
10 LF OF 6" PVC @ 1.00%
REMOVE CAP AND CONNECT TO EXISTING
12" SERVICE STUB. CONTRACTOR TO VERIFY
LOCATION, SIZE, INVERT, AND MATERIAL
IN THE FIELD
►►
►►
►►
►►
►►
►►
►►
66 LF OF 6" PVC @ 4.40%
12" PVC
12" 45° BEND
12" 45° BEND
►►►►
►►
I I
FM FM
LOT LINE
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
PROPERTY BOUNDARY
LEGEND
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
STORM SEWER
SANITARY SEWER
WATERMAIN
SANITARY MANHOLE
CLEANOUT
HYDRANT
GATE VALVE
CURB STOP
PROPOSED MINOR CONTOUR901
PROPOSED MAJOR CONTOUR900
GRADING LIMITS
STORMWATER FORCEMAIN
FIRE DEPARTMENT CONNECTION
REDUCER
1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.
2. CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT AND
MATERIAL OF ALL UTILITY CONNECTIONS TO UTILITY MAINS.
3. WATERMAIN WILL BE INSTALLED IN STRICT ACCORDANCE WITH
THE MOST CURRENT EDITION OF THE CITY ENGINEERS
ASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONS.
NOTES
DWN BY:
ISSUE DATE:
PROJECT NO.:
C:
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ISSUE NO.:
IS
S
U
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N
O
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SHEET NO.:
SHEET TITLE:
4/
3
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2
0
2
6
1
:
2
8
:
2
4
P
M
CLIENT:
PR
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I
T
L
E
:
CHK'D BY: APP'D BY:
CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
04/03/2026
JRL YMK PWS
03
/
0
2
/
2
0
2
6
C
I
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PR
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B
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A
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A
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I
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O
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N
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MI
N
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S
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A
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE (NOT
EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL
UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
GOPHER STATE ONE CALL
TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
F
O
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C
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04/03/2026
03
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C-403
ENLARGED UTILITY PLAN
( IN FEET )
GRAPHIC SCALE0
1 inch = 30 ft.
30 6030
SEE SHEET C-402
FUTURE BUILDING
EXPANSION
AREA: 25000 SF
XXX
X
X
PROPOSED BUILDING
FFE: 1003.83
AREA: 75000 SF
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OFFICE
MECH'L
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I
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►►►►►►►►►►►►►►►►
993
993
994
994995995
995
99
6
99
6
996997
99
7
99
7
99
7
998
998
998
99
8
99
8
999
999
999999
99
9
999999
1000
10
0
0
10001000
995
995
996
996997
997
998
998999999
27
4
L
F
O
F
2
4
"
R
C
P
@
0
.
5
0
%
11
6
L
F
O
F
2
4
"
R
C
P
@
0
.
5
0
%
10
1
L
F
O
F
1
8
"
R
C
P
@
0
.
7
0
%
99
3
993
99
4
994
99
5
995
99
6
996
99
7
997
998
99
8
998998
99
8
998
998
99
8
998
99
8
999
999
1000
1000
1001
1001
999
1000
1001
10
0
2
1003
10
0
3
1003
50
L
F
O
F
8
"
P
V
C
@
1
.
0
0
%
33 LF OF 8" PVC @ 1.02%
15 LF OF 8" PVC @ 3.27%
15 LF OF 8" PVC @ 3.20%
50
L
F
O
F
8
"
P
V
C
@
1
.
0
0
%
15 LF OF 8" PVC @ 3.20%
50
L
F
O
F
8
"
P
V
C
@
1
.
0
0
%
15 LF OF 8" PVC @ 3.20%
68 LF OF 12" PVC @ 3.00%
1000
100
0
10
0
1
1001
100
1
1001
10
0
2
10
0
2
100
3
100
3
99
6
99
7
99
8
99
9
10
0
0
10
0
1
10
0
1
10
0
1
99
8
99
8
99
9
99
9
10
0
0
10
0
0
10
0
1
10
0
1
100
1
998
998
998
998
998
999
99
5
99
6
99
7
99
8
999
15 LF OF 8" PVC @ 3.13%
73 LF OF
1
2
"
P
V
C
@
6
.
4
8
%
15 LF OF 8" PVC @ 1.00%
73
L
F
O
F
8
"
P
V
C
@
1
.
0
0
%
15 LF OF 8" PVC @ 1.00%
108 LF OF 12" PVC @ 2.98%53
L
F
O
F
8
"
P
V
C
@
1
.
3
9
%
15 LF OF 8" PVC @ 1.00%
15 LF OF 8" PVC @ 1.00%
58
L
F
O
F
8
"
P
V
C
@
1
.
0
1
%
41 LF OF 8" PVC @ 1.43%
131 LF
O
F
1
2
"
P
V
C
@
2
.
3
6
%
15 LF OF 8" PVC @ 4.93%
15 LF OF 8" PVC @ 1.00%
999
10
0
2
10
0
3
1003
FUTURE BUILDING
EXPANSION
AREA: 25000 SF
15 LF OF 8" PVC @ 1.00%
82
L
F
O
F
8
"
P
V
C
@
1
.
0
1
%
998
996 996997
997
998
998
999
9991000
100
0
1000
31 LF OF 15" RCP @ 0.95%
32 LF OF 18" RCP @ 0.32%
84
L
F
O
F
1
2
"
R
C
P
@
0
.
3
3
%
75
L
F
O
F
1
2
"
R
C
P
@
0
.
3
0
%
118 LF OF 24" RCP @ 0.20%
118 LF OF 24" RCP @ 0.19%
80
L
F
O
F
2
4
"
R
C
P
@
0
.
3
0
%
78
L
F
O
F
2
4
"
R
C
P
@
0
.
2
9
%
117 LF OF 12" RCP @ 1.11%
10
1
L
F
O
F
3
0
"
R
C
P
@
0
.
3
0
%
27 LF OF 12" RCP @ 0.55%
170 LF OF 12" PVC @ 1.00%
CBMH 109
RIM=1000.53
24" INV IN=993.93 (N)
12" INV IN=993.93 (E)
24" INV OUT=993.93 (S)
CBMH 108
RIM=1001.00
18" INV IN=995.30 (N)
12" INV IN=995.30 (E)
24" INV OUT=995.30 (S)
CBMH 107
RIM=1000.40
18" INV OUT=996.00 (S)
CBMH 103
RIM=997.60
12" INV IN=992.75 (W)
24" INV OUT=992.75 (E)
CBMH 104
RIM=997.60
12" INV IN=993.00 (NW)
24" INV OUT=993.00 (E)
STMH 130
RIM=1003.52
8" INV IN=1000.36 (E)
8" INV IN=1000.00 (N)
12" INV OUT=1000.00 (W)
RD-078" INV OUT=1000.83 (W)
STMH 129
RIM=1003.60
8" INV IN=1000.68 (E)
8" INV OUT=1000.68 (S)
RD-088" INV OUT=1000.83 (W)
STMH 128
RIM=1003.60
8" INV IN=1000.34 (E)
8" INV IN=1000.34 (N)
8" INV OUT=1000.34 (S)
RD-09
8" INV OUT=1000.83 (W)
RD-10
8" INV OUT=1000.83 (W)
STMH 127
RIM=1003.59
8" INV IN=1000.35 (E)
8" INV IN=999.84 (N)
8" INV OUT=999.84 (S)
STMH 126
RIM=1003.58
8" INV IN=1000.35 (E)
8" INV IN=999.34 (N)
8" INV OUT=999.34 (S)
RD-118" INV OUT=1000.83 (W)
STMH 125
RIM=1003.42
8" INV IN=1000.35 (E)
8" INV IN=998.84 (N)
12" INV OUT=995.97 (W)
RD-12
8" INV OUT=1000.83 (W)
RD-06
8" INV OUT=996.83 (E)STMH 121
RIM=999.68
8" INV IN=996.68 (W)
8" INV OUT=996.68 (N)
RD-05
8" INV OUT=996.83 (E)
STMH-119
RIM=999.64
8" INV IN=996.68 (W)
8" INV IN=995.95 (N)
8" INV IN=995.95 (S)
12" INV OUT=995.95 (E)
STMH-120
RIM=999.64
8" INV IN=996.68 (W)
8" INV OUT=996.68 (S)
RD-04
8" INV OUT=996.83 (E)
RD-03
8" INV OUT=996.83 (E)
STMH 123RIM=999.648" INV IN=996.68 (W)
8" INV OUT=996.68 (N)
STMH 122
RIM=999.64
8" INV IN=996.09 (W)
8" INV IN=996.09 (N)
8" INV IN=996.09 (S)
12" INV OUT=996.09 (SE)
RD-02
8" INV OUT=996.83 (E)
STMH 124
RIM=999.64
8" INV IN=996.68 (W)
8" INV OUT=996.68 (S)
RD-01
8" INV OUT=996.83 (E)
STORM STUB FOR FUTURE
ROOFDRAIN CONNECTION
8" INV OUT=1000.83 (S)
CBMH 114
RIM=997.00
12" INV IN=993.30 (W)
15" INV OUT=993.30 (E)
FES 10918" INV=993.00
CBMH 113
RIM=997.00
12" INV IN=993.10 (S)
18" INV OUT=993.10 (E)
CBMH 106RIM=997.0012" INV OUT=993.38 (N)
FES 11012" INV=993.00
CBMH 117
RIM=997.00
12" INV IN=992.77 (N)
24" INV IN=992.77 (W)
24" INV OUT=992.77 (S)
CBMH 116
RIM=997.00
24" INV IN=992.53 (N)
24" INV IN=992.53 (W)
24" INV OUT=992.53 (S)
CBMH 105RIM=997.6012" INV OUT=993.60 (E)
CBMH 118RIM=997.0024" INV IN=992.30 (N)
12" INV IN=992.30 (W)
30" INV OUT=992.30 (S)
CBMH 115
RIM=998.00
12" INV OUT=993.15 (E)
FES 10812" INV=993.00
FES 10715" INV=993.00
STORM STUB FOR FUTURE
ROOFDRAIN CONNECTION
12" INV=995.00
FES 131
12" INV=995.00
11 LF OF 12" RCP @ 0.00%
99
5
99
6
99
7
998
998
998
►►►►
►►
I I
LOT LINE
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
PROPERTY BOUNDARY
LEGEND
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
STORM SEWER
DRAINTILE
SANITARY SEWER
WATERMAIN
STORM MANHOLE
STORM CATCH BASIN
FLARED END SECTION
PROPOSED MINOR CONTOUR901
PROPOSED MAJOR CONTOUR900
STORM CLEANOUT
1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.
2. FOR EACH ROOF DRAIN CONNECTION, CONTRACTOR TO
COORDINATE WITH MEP/ARCH PLANS FOR LOCATION, SIZE,
MATERIAL, AND INVERT. CONTRACTOR TO FIELD FIT ROOF
DRAIN RISER CONNECTION/FITTING TO VERTICAL SQUARE
DOWNSPOUT (TYP. ALL ROOF DRAINS)
NOTES
DWN BY:
ISSUE DATE:
PROJECT NO.:
C:
\
U
s
e
r
s
\
y
k
o
i
t
a
\
D
C
\
A
C
C
D
o
c
s
\
S
t
a
n
t
e
c
C
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n
s
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t
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n
g
\
1
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0
3
0
0
6
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0
0
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7
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4
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6
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U
B
A
DE
S
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N
:
DA
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:
ISSUE NO.:
IS
S
U
E
N
O
.
:
SHEET NO.:
SHEET TITLE:
4/
3
/
2
0
2
6
1
:
2
8
:
1
8
P
M
CLIENT:
PR
O
J
E
C
T
T
I
T
L
E
:
CHK'D BY: APP'D BY:
CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
04/03/2026
JRL YMK PWS
03
/
0
2
/
2
0
2
6
C
I
T
Y
S
U
B
M
I
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T
A
L
1
PR
O
J
E
C
T
B
L
A
C
K
B
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A
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Y
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F
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A
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E
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I
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L
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,
D
A
K
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T
A
C
O
U
N
T
Y
MI
N
N
E
S
O
T
A
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE (NOT
EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL
UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
GOPHER STATE ONE CALL
TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
54244
04/03/2026
03
/
1
8
/
2
0
2
6
P
R
E
L
I
M
I
N
A
R
Y
B
I
D
S
E
T
2
04
/
0
3
/
2
0
2
6
C
I
T
Y
R
E
S
U
B
M
I
T
T
A
L
3
C-502
ENLARGED STORM
SEWER PLAN
( IN FEET )
GRAPHIC SCALE0
1 inch = 30 ft.
30 6030
SEE SHEET C-503
1
2
3
4
EXHIBIT H
217TH STRE
E
T
W
EX SAN MH 03
RIM=1001.24 (PER SURVEY)
INV IN=984.43 (PER PLANS)
INV OUT=984.33 (PER PLANS)
EX SAN MH 02
RIM=1000.05 (PER SURVEY)
INV IN=983.69 (PER PLANS)
INV OUT=983.59 (PER PLANS)
EX SAN MH 01
RIM=997.33 (PER SURVEY)
INV IN=982.91 (PER PLANS)
INV OUT=983.01 (PER PLANS)
12" PVC WATER SERVICE STUB
10
6
L
F
O
F
4
8
"
R
C
P
@
0
.
4
7
%
8" SDR 35
P
V
C
12" PVC
12" PVC
8" SDR 35 P
V
C
12" PVC6" PVC
48" RCP STORM SEWER
INV= 991.8 (PER SURVEY)
WV
15" FES
INV= 993.24 (PER SURVEY)
XXX
X
X
X
X
X
XXXXXX
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I
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I I I I I I
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990
991
991
991
992
992
992
993
993
993
994
994
994
995
995
995
996
99699
6
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997
997
998
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999
999
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1000
1000
1000
1000
1001
1002
1002
994
994
99
4
99
4
995
995
996
996
997
997
997
998
999
161 LF OF 12" RCP @ 2.00%
120 LF OF 12" RCP @ 2.00%
11
6
L
F
O
F
2
4
"
R
C
P
@
0
.
5
0
%
186
L
F
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F
2
4
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P
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C
@
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7
3
%
985
985986987988989990991
992 993 994 995 996 997
998
999 1000 1000
985
985
986
986
987
987
988
988
989
989
990
990
991
991992
992
99
3
99
3
993
993
99
4
994
994
994
99
5
995996997
998
999
998
107 LF OF 36" RCP @ 0.00%
98
5
985
98
698
798
8
98
5
98
6
98
7
98
8
98
9
99
0
99
1
99
2
99
3
99
4
99
5
99
6
98
598598698
698798
7
98
8
988
98
9
989
99
0
990
991
991
992
99
2
993
99
3
994
994
995
995
996
996
997
998
999
1000
98
5
98
6
98
7
98
8
98
9
99
0
99
1
99
2
99
3
99
4
99
5
99
6
99
7
99
8
99
9
10
0
0
100
0
10
0
0
10
0
1
10
0
1
99
7
998
99
8
99
8
998
99
9
99
9
1000
1000
10
0
0
998
998
999
1000
1001
15 LF OF 8" PVC @ 1.00%
99
8
998
999
99
9
999
1000
1000
1001
1001
10021002
1002
1002
10
0
0
10
0
1
1001 1001
1001
100
1 10011001
1002
10
0
3
1003
1000 1000
52 LF OF 48" RCP @ -1.00%
995
99
5
995
99
5
99
6
996
99
6
99
6
99
7
117 LF OF 12" RCP @ 1.11%
10
1
L
F
O
F
3
0
"
R
C
P
@
0
.
3
0
%
120 LF OF 12" RCP @ 2.00%
36 LF OF 12" RCP @ 2.25%
37 LF OF 18" RCP @ 1.64%
CBMH 110
RIM=998.87
24" INV IN=993.35 (N)
24" INV OUT=993.35 (SE)
CBMH 100
RIM=999.26
12" INV IN=993.00 (E)
12" INV IN=993.00 (W)
18" INV OUT=992.60 (S)CBMH 101
RIM=999.26
12" INV OUT=995.40 (W)
CBMH 102
RIM=1000.53
12" INV OUT=996.53 (SW)
FES 112
18" INV=992.00
CBMH 111
RIM=997.31
12" INV IN=993.31 (NE)
12" INV OUT=992.80 (SE)FES 114
36" INV=992.00
FES 11312" INV=992.00
FES 115
36" INV=992.00
8" INV IN=998.84 (N)
12" INV OUT=995.97 (W)
8" INV IN=996.68 (W)
8" INV OUT=996.68 (N)
FES 116
48" INV=987.00
OCS 01 SEE DETAIL 5/C-805
RIM=997.13
TOP OF WEIR=994.50
48" INV IN=987.52 (NE)
48" INV OUT=991.50 (S)
FES 117
24" INV=992.00
CBMH 105RIM=997.6012" INV OUT=993.60 (E)
CBMH 118RIM=997.0024" INV IN=992.30 (N)
12" INV IN=992.30 (W)
30" INV OUT=992.30 (S)
FES 11130" INV=992.00
CBMH 112
RIM=999.26
12" INV OUT=995.40 (E)
FES 131
12" INV=995.00
OCS 02 SEE DETAIL 7/C-805
RIM=998.00
TOP OF WEIR=997.10
12" INV IN=995.00 (N)
12" INV OUT=995.00 (S)
11 LF OF 12" RCP @ 0.00%
15
3
L
F
O
F
1
2
"
R
C
P
@
0
.
6
6
%
FES 13212" INV=994.00
992
993 994 995 995996
98
5
98
6
98
7
98
8
98
9
99
0
99
1
992
99
2
993
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3
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99
4
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99
5
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6
99
7
99
8
99
9
10
0
0
996
997
998
999
►►►►
►►
I I
LOT LINE
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
PROPERTY BOUNDARY
LEGEND
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
STORM SEWER
DRAINTILE
SANITARY SEWER
WATERMAIN
STORM MANHOLE
STORM CATCH BASIN
FLARED END SECTION
PROPOSED MINOR CONTOUR901
PROPOSED MAJOR CONTOUR900
STORM CLEANOUT
1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.
2. FOR EACH ROOF DRAIN CONNECTION, CONTRACTOR TO
COORDINATE WITH MEP/ARCH PLANS FOR LOCATION, SIZE,
MATERIAL, AND INVERT. CONTRACTOR TO FIELD FIT ROOF
DRAIN RISER CONNECTION/FITTING TO VERTICAL SQUARE
DOWNSPOUT (TYP. ALL ROOF DRAINS)
NOTES
DWN BY:
ISSUE DATE:
PROJECT NO.:
C:
\
U
s
e
r
s
\
y
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D
C
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:
DA
T
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:
ISSUE NO.:
IS
S
U
E
N
O
.
:
SHEET NO.:
SHEET TITLE:
4/
3
/
2
0
2
6
1
:
2
7
:
2
8
P
M
CLIENT:
PR
O
J
E
C
T
T
I
T
L
E
:
CHK'D BY: APP'D BY:
CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
04/03/2026
JRL YMK PWS
03
/
0
2
/
2
0
2
6
C
I
T
Y
S
U
B
M
I
T
T
A
L
1
PR
O
J
E
C
T
B
L
A
C
K
B
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A
R
CI
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F
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A
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I
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L
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,
D
A
K
O
T
A
C
O
U
N
T
Y
MI
N
N
E
S
O
T
A
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE (NOT
EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL
UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
GOPHER STATE ONE CALL
TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
54244
04/03/2026
03
/
1
8
/
2
0
2
6
P
R
E
L
I
M
I
N
A
R
Y
B
I
D
S
E
T
2
04
/
0
3
/
2
0
2
6
C
I
T
Y
R
E
S
U
B
M
I
T
T
A
L
3
C-503
ENLARGED STORM
SEWER PLAN
( IN FEET )
GRAPHIC SCALE0
1 inch = 30 ft.
30 6030
SEE SHEET C-502
1
2
1
2
3
4
XXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
998
999
1000
1001
10
0
2
1003
1003
10
0
3
100310
0
3
997
997
99
7
99
7
99
7
998
99
8
99
9
99
9
100
0
10
0
0
100
1
10
0
1
10
0
2
10
0
2
10
0
3
10
0
3
10
0
4
10
0
4
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IIIIIIIIIIIIIIIII
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17
DL
4
PA
►►
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►►►►►►►►►►►►►►►►
10
PD
5
AK
5
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4
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1
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3
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5
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3
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AB
X X
LOT LINE
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
PROPERTY BOUNDARY
LEGEND
CURB AND GUTTER
FENCE
RETAINING WALL [BY OTHERS]
CONSTRUCTION LIMITS
X X AGGREGATE MAINTENANCE STRIP,
SEE LANDSCAPE DETAILS
ROCK MULCH
SEED TYPE A
TURF SEED
EDGER
WOOD MULCH
SEED TYPE B
TURF SOD
SYMBOL CODE COMMON NAME
EVERGREEN TREES
PD BLACK HILLS SPRUCE
AK KOREAN FIR
PA NORWAY SPRUCE
OVERSTORY TREES
AB APOLLO® SUGAR MAPLE
CO2 COMMON HACKBERRY
QN KINDRED SPIRIT® OAK
BR RIVER BIRCH CLUMP
UNDERSTORY TREES
SS COPPER CURLS® PEKING LILAC
SHRUBS
HA ANNABELLE HYDRANGEA
CB BAYLEY'S RED TWIG DOGWOOD
DL DWARF BUSH HONEYSUCKLE
JH HETZI COLUMN JUNIPER
HL LITTLE QUICK FIRE® PANICLE HYDRANGEA
TA NORTH POLE® ARBORVITAE
JF SEA GREEN JUNIPER
ORNAMENTAL GRASSES
CO OVERDAM FEATHER REED GRASS
SH PRAIRIE DROPSEED
PERENNIALS
HO STELLA DE ORO DAYLILY
L-102
LANDSCAPE PLAN
DWN BY:
ISSUE DATE:
PROJECT NO.:
C:
\
U
s
e
r
s
\
y
k
o
i
t
a
\
D
C
\
A
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:
DA
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E
:
ISSUE NO.:
IS
S
U
E
N
O
.
:
SHEET NO.:
SHEET TITLE:
4/
2
4
/
2
0
2
6
3
:
3
3
:
1
2
P
M
CLIENT:
PR
O
J
E
C
T
T
I
T
L
E
:
CHK'D BY:APP'D BY:
CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
04/24/2026
JRL YMK PWS
03
/
0
2
/
2
0
2
6
CI
T
Y
S
U
B
M
I
T
T
A
L
1
PR
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J
E
C
T
B
L
A
C
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B
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F
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A
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E
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I
L
L
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,
D
A
K
O
T
A
C
O
U
N
T
Y
MI
N
N
E
S
O
T
A
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE (NOT
EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL
UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
GOPHER STATE ONE CALL
TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
54244
04/24/2026
03
/
1
8
/
2
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( IN FEET )
GRAPHIC SCALE
0
1 inch = 30 ft.
30 6030
SEE SHEET L-103
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE
ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:
MARK FLICKER
56541
02/26/2026
ENLARGEMENT
SEE DETAIL 6 / L-802
EDGER, TYP.
WOOD MULCH
* SEE SHEET L-801 FOR PLANT SCHEDULE
ROCK MULCH
ROCK MULCH PLANT PALETTE
XXX
X
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EX SAN MH 03
RIM=1001.24 (PER SURVEY)
INV IN=984.43 (PER PLANS)
INV OUT=984.33 (PER PLANS)
EX SAN MH 02
RIM=1000.05 (PER SURVEY)
INV IN=983.69 (PER PLANS)
INV OUT=983.59 (PER PLANS)
EX SAN MH 01
RIM=997.33 (PER SURVEY)
INV IN=982.91 (PER PLANS)
INV OUT=983.01 (PER PLANS)
12" PVC WATER SERVICE STUB
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48" RCP STORM SEWER
INV= 991.8 (PER SURVEY)
WV
15" FES
INV= 993.24 (PER SURVEY)
8" SAN SEWER STUB
INV= 984.59 (PER PLANS)
40LF SDR PVC @ 0.40%
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17
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AB
X X
LOT LINE
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
PROPERTY BOUNDARY
LEGEND
CURB AND GUTTER
FENCE
RETAINING WALL [BY OTHERS]
CONSTRUCTION LIMITS
X X AGGREGATE MAINTENANCE STRIP,
SEE LANDSCAPE DETAILS
ROCK MULCH
SEED TYPE A
TURF SEED
EDGER
WOOD MULCH
SEED TYPE B
TURF SOD
SYMBOL CODE COMMON NAME
EVERGREEN TREES
PD BLACK HILLS SPRUCE
AK KOREAN FIR
PA NORWAY SPRUCE
OVERSTORY TREES
AB APOLLO® SUGAR MAPLE
CO2 COMMON HACKBERRY
QN KINDRED SPIRIT® OAK
BR RIVER BIRCH CLUMP
UNDERSTORY TREES
SS COPPER CURLS® PEKING LILAC
SHRUBS
HA ANNABELLE HYDRANGEA
CB BAYLEY'S RED TWIG DOGWOOD
DL DWARF BUSH HONEYSUCKLE
JH HETZI COLUMN JUNIPER
HL LITTLE QUICK FIRE® PANICLE HYDRANGEA
TA NORTH POLE® ARBORVITAE
JF SEA GREEN JUNIPER
ORNAMENTAL GRASSES
CO OVERDAM FEATHER REED GRASS
SH PRAIRIE DROPSEED
PERENNIALS
HO STELLA DE ORO DAYLILY
L-103
LANDSCAPE PLAN
DWN BY:
ISSUE DATE:
PROJECT NO.:
C:
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SHEET NO.:
SHEET TITLE:
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CHK'D BY:APP'D BY:
CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
04/24/2026
JRL YMK PWS
03
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WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE (NOT
EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL
UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
GOPHER STATE ONE CALL
TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
F
O
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C
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N
S
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54244
04/24/2026
03
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( IN FEET )
GRAPHIC SCALE
0
1 inch = 30 ft.
30 6030
SEE SHEET L-102
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE
ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:
MARK FLICKER
56541
02/26/2026
ENLARGEMENT
SEE DETAIL 6 / L-802
EDGER, TYP.
WOOD MULCH
* SEE SHEET L-801 FOR PLANT SCHEDULE
PLANT PALETTE
SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT CAL
EVERGREEN TREES
AK 19 ABIES KOREANA KOREAN FIR B&B 6` HT.
PA 13 PICEA ABIES NORWAY SPRUCE B&B 6` HT.
PD 31 PICEA GLAUCA 'DENSATA'BLACK HILLS SPRUCE B&B 6` HT.
OVERSTORY TREES
AR2 5 ACER RUBRUM 'RED ROCKET'RED ROCKET MAPLE B&B 2.5"
BR 3 BETULA NIGRA RIVER BIRCH CLUMP B&B 2.5"
CO2 6 CELTIS OCCIDENTALIS COMMON HACKBERRY B&B 2.5"
QN 17 QUERCUS ROBUR X BICOLOR 'NADLER'KINDRED SPIRIT® OAK 15 GAL 2.5"
UNDERSTORY TREES
SS 5 SYRINGA RETICULATA PEKINENSIS 'SUNDAK' COPPER CURLS® PEKING LILAC B&B 2"
SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT
SHRUBS
CB 18 CORNUS SERICEA 'BAILEYI'BAYLEY'S RED TWIG DOGWOOD 3 GAL
DL 17 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE 3 GAL
HA 8 HYDRANGEA ARBORESCENS 'ANNABELLE' ANNABELLE HYDRANGEA 3 GAL
HL 6 HYDRANGEA PANICULATA 'SMHPLQF'LITTLE QUICK FIRE® PANICLE HYDRANGEA 3 GAL
JH 12 JUNIPERUS CHINENSIS 'HETZII COLUMNARIS' HETZI COLUMN JUNIPER 10 GAL
JF 34 JUNIPERUS CHINENSIS 'SEA GREEN'SEA GREEN JUNIPER 5 GAL
TA 13 THUJA OCCIDENTALIS 'ART BOE'NORTH POLE® ARBORVITAE 10 GAL
ORNAMENTAL GRASSES
CO 47 CALAMAGROSTIS X ACUTIFLORA 'OVERDAM' OVERDAM FEATHER REED GRASS 1 GAL
SH 44 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED 1 GAL
PERENNIALS
HO 42 HEMEROCALLIS X 'STELLA DE ORO'STELLA DE ORO DAYLILY 1 GAL
DWN BY:
ISSUE DATE:
PROJECT NO.:
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CHK'D BY: APP'D BY:
CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
04/03/2026
JRL YMK PWS
03
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190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
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54244
04/03/2026
03
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L-801
LANDSCAPE DETAILS
1. UPON APPROVAL OF STAKING LOCATIONS CONTRACTOR SHALL EXCAVATE PLANTING HOLES CENTERED
AT STAKED LOCATIONS.
2. DIG HOLES AS DETAILED AND TO A DIAMETER A MINIMUM OF TWO TIMES THE DIAMETER OF THE ROOT
BALL OR CONTAINER.
3. REMOVE STICKS, RUBBISH, FOREIGN MATERIALS AND UNDESIRABLE PLANTS AND THEIR ROOTS.
REMOVE STONES MEASURING OVER 1-1/2 INCHES IN ANY DIMENSIONS.
4. SET BALLED AND BURLAPPED (B&B) STOCK ON LAYER OF COMPACTED PLANTING SOIL MIXTURE, PLUMB
AND IN CENTER OF PIT OR TRENCH WITH TOP OF ALL AT SAME ELEVATION AS ADJACENT FINISHED
LANDSCAPE GRADES.
5. ROOT FLARE OF THE TREE MUST BE ABOVE FINISHED GRADE.
6. CUT ALL CORDS AND TWIN AND REMOVE WIRE BASKET AND BURLAP FROM TOP AND SIDES OF BALLS;
RETAIN BURLAP ON BOTTOMS.
7. WHEN SET, PLACE ADDITIONAL PLANTING SOIL BACKFILL AROUND BASE AND SIDES OF BALL, AND WORK
EACH LAYER TO SETTLE BACKFILL AND ELIMINATE VOIDS AND AIR POCKETS.
8. WHEN EXCAVATION IS APPROXIMATELY 2/3 FULL, WATER THOROUGHLY BEFORE PLACING REMAINDER
OF BACKFILL.
9. REPEAT WATERING UNTIL NO MORE IS ABSORBED. WATER AGAIN AFTER PLACING FINAL LAYER OF
BACKFILL.
10. FOR CONTAINER GROWN STOCK, SAME AS FOR BALLED AND BURLAPPED STOCK, EXCEPT CUT
CONTAINERS ON SIDES INTO QUARTERS WITH SHEAR. REMOVE CONTAINER BEFORE SETTING PLANT
SO AS NOT TO DAMAGE ROOT BALLS.
11. WATER EACH PLANT WITHIN 2 HOURS OF PLANTING.
12. ALL PLANTINGS TO BE MULCHED UNLESS OTHERWISE NOTED ON THE PLAN.
13. PLACE 3-INCH THICKNESS OF MULCH AROUND TREES AND SHRUBS WITHIN A PERIOD OF 48 HOURS
AFTER THE SECOND WATERING. DO NOT PLACE MULCH IN DIRECT CONTACT WITH TRUNKS OR STEMS.
14. PLACE 3-INCH THICKNESS LOCALLY AVAILABLE DOUBLE SHRED HARD WOOD MULCH AROUND ALL
TREES OUTSIDE OF PLANT BEDS.
15. WHERE NOTED / INDICATED, PLANT BEDS AND MAINTENANCE STRIPS SHALL RECEIVE LOCALLY
AVAILABLE 3" DEPTH OF 12"-1" DIA. RIVER ROCK MULCH OVER WEED BARRIER FABRIC. SUBMIT MULCH
SAMPLE FOR OWNER APPROVAL.
15. WHERE NOTED / INDICATED, PLANT BEDS SHALL RECEIVE LOCALLY AVAILABLE 3" DEPTH OF SHREDDED
HARDWOOD WOOD MULCH. SUBMIT MULCH SAMPLE FOR OWNER APPROVAL.
1. LANDSCAPE WORK WILL BE INSPECTED FOR ACCEPTANCE IN PARTS AGREEABLE TO THE OWNER,
PROVIDED WORK OFFERED FOR INSPECTION IS COMPLETE, INCLUDING MAINTENANCE, FOR THE
PORTION IN QUESTION.
2. AT THE CONCLUSION OF THE ESTABLISHMENT PERIOD, WHICH WILL BE ONE YEAR FOLLOWING INITIAL
INSTALLATION A FINAL INSPECTION OF PLANTING WILL BE MADE TO DETERMINE THE CONDITIONS OF
AREAS SPECIFIED FOR LANDSCAPING.
3. WHEN INSPECTED LANDSCAPE WORK DOES NOT COMPLY WITH REQUIREMENTS, REPLACE REJECTED
WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL RE-INSPECTED BY OWNER AND FOUND TO BE
ACCEPTABLE. REMOVE REJECTED PLANTS AND MATERIALS FROM SITE.
1. WHEN INSPECTED LANDSCAPE WORK DOES NOT COMPLY WITH REQUIREMENTS, REPLACE REJECTED
WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL RE-INSPECTED BY OWNER AND FOUND TO BE
ACCEPTABLE. REMOVE REJECTED PLANTS AND MATERIALS FROM SITE.
2. BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING.
3. MAINTAIN TREES AND BUSHES INCLUDING WATERING FOR ONE YEAR AFTER ACCEPTANCE BY OWNER.
IT IS CONTRACTORS RESPONSIBILITY FOR COORDINATE WATERING.
4. TRIM, PRUNE, REMOVE CLIPPINGS AND DEAD OR BROKEN BRANCHES, AND TREAT PRUNED AREAS AND
OTHER WOUNDS.
5. IT IS THE CONTRACTOR'S OPTION WHETHER OR NOT TO STAKE TREES. THE CONTRACTOR IS
RESPONSIBLE FOR MAINTAINING TREES IN AN UPRIGHT POSITION THROUGHOUT THE ONE-YEAR
GUARANTEE PERIOD.
1. PLANT MATERIAL SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER OWNER ACCEPTANCE AND SHALL
BE ALIVE AND IN SATISFACTORY CONDITION AT THE END OF THE GUARANTEE PERIOD. SUCH
GUARANTEE EXCLUDES VANDALISM.
2. AT THE END OF THE ONE-YEAR GUARANTEE PERIOD, INSPECTION WILL BE MADE BY THE OWNER UPON
WRITTEN NOTICE BY THE CONTRACTOR AT LEAST FIVE DAYS BEFORE THE ANTICIPATED DATE. ANY
PLANT MATERIAL REQUIRED UNDER THE CONTRACT THAT IS DEAD OR NOT IN SATISFACTORY
CONDITION, AS DETERMINED BY THE OWNER, SHALL BE REMOVED FROM THE SITE, AND SHALL BE
REPLACED AS SOON AS CONDITIONS PERMIT DURING THE NORMAL PLANTING SEASONS.
3. THE OPINION OF THE OWNER SHALL GOVERN IN ANY AND ALL DISPUTES BY THE CONTRACTOR
REGARDING THE CONDITION AND DISPOSITION OF UNSATISFACTORY MAINTENANCE PROCEDURES OR
REJECTED PLANTS.
4. ALL REPLACEMENTS SHALL BE PLANT MATERIAL OF THE SAME KIND AND SIZE AS SPECIFIED IN THE
PLANT LIST. REPLACEMENT COSTS SHALL BE BORNE BY THE CONTRACTOR.
5. REPLACEMENT PLANTINGS REQUIRED AT THE END OF THE GUARANTEE PERIOD ARE NOT TO BE
GUARANTEED. THE PLANT MATERIAL IS SUBJECT TO INSPECTION AND REJECTION BY THE OWNER
BEFORE AND AFTER PLANTING.
INSPECTION AND ACCEPTANCE
PLANTING NOTES
MAINTENANCE NOTES
GUARANTEE AND REPLACEMENTS
1. EDGE RESTRAINT BETWEEN PLANTING BEDS AND TURF SHALL BE SURE-LOC STEEL EDGING OR
APPROVED EQUAL, 3/16" X 4" X16'.
2. THE ESTABLISHMENT PERIOD FOR SEED SHALL BEGIN IMMEDIATELY AFTER INSTALLATION, WITH THE
APPROVAL OF THE OWNER, AND CONTINUE UNTIL THE DATE THAT THE OWNER PERFORMS A FINAL
INSPECTION.
3. TURF SEED SHALL BE OF A LOW MAINTENANCE VARIETY CONSISTING OF 60% FESCUE AND 40%
KENTUCKY BLUEGRASS OR EQUAL. SUBMIT SEED MIX TYPE FOR OWNER REVIEW AND APPROVAL PRIOR
TO INSTALLATION.
4. SEED TYPE A SHALL BE MNDOT SOUTHERN SHORTGRASS ROADSIDE (SSR) (35-221), APPLIED AT A RATE
OF 26 LBS/AC. CONTRACTOR SHALL ADDITIONALLY APPLY MNDOT 21-111 OATS COVER CROP AT A RATE
OF 20 LBS/AC.
5. SEED TYPE B SHALL BE MNDOT WET DITCH MIX (33-261), APPLIED AT A RATE OF 20 LBS/AC. CONTRACTOR
SHALL ADDITIONALLY APPLY MNDOT 21-11 OATS COVER CROP AT A RATE OF 20 LBS LBS/AC.
9. SEED SHALL BE MECHANICALLY DRILLED IN TWO OPPOSING DIRECTIONS.
10. TURF SEED SHALL BE COVERED WITH A WEED FREE HYDROMULCH CONTAINING TACKIFIER.
11. FERTILIZER SHALL HAVE A FORMULA (N-P-K) AS DETERMINED BY THE RESULTS OF A SOIL TEST.
CONTRACTOR TO CONDUCT SOIL TEST AND PROVIDE RESULTS ALONG WITH RECOMMENDED FERTILIZER
FORMULA TO OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLICATION.
12. TOPSOIL SHALL BE SALVAGED, IF ADDITIONAL TOP SOIL NEEDS TO BE IMPORTED, IT SHALL BE TOPSOIL
BORROW.
13. INSTALLATION OF SEED SHALL OCCUR WITHIN ONE (1) WEEK OF COMPLETING THE GRADING.
14. CONTRACTOR SHALL BE RESPONSIBLE FOR WATER DURING THE PLANTING ESTABLISHMENT PERIOD.
10. 6" OF TOP SOIL SHALL BE PLACED IN ALL SEEDED AREAS (SIDE SLOPES AND BOTTOM OF STORM BASINS
PER CIVIL PLANS). SEE LANDSCAPE NOTES FOR PLANTING AREAS. LANDSCAPE CONTRACTOR TO
COORDINATE WITH THE GENERAL CONTRACTOR AND EARTHWORK SUB-CONTRACTOR TO VERIFY
TOPSOIL CONDITION. ENSURE TOPSOIL CONFORMS TO ASTM D 5268, WITH A PH RANGE OF 5.5 TO 7.2, A
MINIMUM OF 10 PERCENT ORGANIC MATERIAL CONTENT AND LESS THAN 30% CLAY; FREE OF STONE 1
INCH OR LARGER IN ANY DIMENSION AND OTHER EXTRANEOUS MATERIAL HARMFUL TO PLANT GROWTH.
CERTIFY THAT SOIL USED IS WITHIN ALLOWABLE TOLERANCES FOR SAFE PLANT GROWTH. TOPSOIL
SHALL BE SCREENED AND PULVERIZED BY A HARLEY RAKE OR EQUAL PRIOR TO PLANT INSTALLATION. IF
IMPORTED SOIL IS NEEDED, IT SHALL BE TOPSOIL BORROW. GRADING AND EROSION CONTROL PER CIVIL
PLANS AND SPECIFICATIONS.
TURF RESTORATION NOTES
THE IRRIGATION SYSTEM CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING:
1. COORDINATION WITH ALL OTHER TRADES.
2. DETAILED DESIGN OF AN IRRIGATION SYSTEM TO INCLUDE ALL TURF SOD AND PLANT BED AREAS..
DESIGN SHALL INCLUDE PIPE SIZING, HEAD SELECTION, LOCATIONS OF HEADS, ZONING, AND CONTROL
SYSTEMS. DESIGN SHALL PROVIDE NO OVERSPRAY ONTO WALKS. IRRIGATION PLAN, DESIGN DETAILS
AND PRODUCT SHEETS SHALL BE SUBMITTED TO THE ENGINEER AND OWNER FOR REVIEW AND
APPROVAL PRIOR TO PURCHASING ANY MATERIALS.
3. LABOR AND MATERIALS NECESSARY TO INSTALL A NEW IRRIGATION SYSTEM. THE IRRIGATION
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR FURNISHING AND INSTALLING THE IRRIGATION
CONTROL SYSTEM ALONG WITH ANY CONNECTIONS MADE TO THE WATER SERVICE.
4. TESTING OF THE COMPLETE IRRIGATION SYSTEM.
5. STARTUP AND ADJUSTMENT OF THE SYSTEM.
6. PROVIDE OWNER'S EMPLOYEES WITH OPERATIONAL TRAINING ONSITE AND SUBMIT OPERATION AND
MAINTENANCE MANUALS FOR ALL COMPONENTS.
7. AS-BUILT DRAWINGS SHOWING THE LOCATION AND FEATURES OF ALL IRRIGATION COMPONENTS.
1. ALL WORK AND MATERIALS TO BE IN FULL ACCORDANCE WITH LATEST RULES AND REGULATIONS OF THE
DIVISION OF INDUSTRIAL SAFETY, THE UNIFORM PLUMBING CODE, NATIONAL ELECTRIC CODE, AMERICANS
WITH DISABILITIES, AND OTHER APPLICABLE LAWS OR REGULATION.
2. NOTHING IN THESE DRAWINGS OR SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOT
CONFORMING TO THESE CODES.
3. FURNISH, WITHOUT EXTRA CHARGE, ANY ADDITIONAL MATERIAL AND LABOR AS REQUIRED TO COMPLY
WITH THESE RULES AND REGULATIONS, THOUGH THE WORK IS NOT MENTIONED IN THESE PARTICULAR
CONSTRUCTION DOCUMENTS.
1. BECOME ACQUAINTED WITH ALL SITE CONDITIONS. LOCATE EXISTING UTILITIES AND EQUIPMENT TO
REMAIN. SHOULD UTILITIES OR OTHER WORK NOT SHOWN ON THE DRAWINGS BE FOUND DURING
EXCAVATIONS, PROMPTLY NOTIFY ENGINEER. FAILURE TO DO SO WILL MAKE CONTRACTOR LIABLE FOR
ANY AND ALL DAMAGE ARISING FROM OPERATIONS SUBSEQUENT TO DISCOVERY OF SUCH UTILITIES NOT
SHOWN ON DRAWINGS.
2. TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE CONDITIONS. REPAIR ANY DAMAGED ITEM
TO ITS ORIGINAL CONDITION OR FURNISH AND INSTALL EQUIVALENT REPLACEMENT AT NO ADDITIONAL
COST TO OWNER.
1. THE ENTIRE INSTALLATION SHALL FULLY COMPLY WITH ALL LOCAL AND STATE LAWS AND ORDINANCES
AND WITH THE ESTABLISHED CODES ALLOCABLE THERETO.
2. THE CONTRACTOR SHALL TAKE OUT ALL REQUIRED PERMITS, ARRANGE FOR ALL NECESSARY
INSPECTION, AND PAY ANY FEES AND EXPENSES IN CONJUNCTION WITH THE SAME AS PART OF THE
WORK UNDER THIS CONTRACT.
1. SCHEDULE AND COORDINATE WORK WITH OTHER TRADES TO FACILITATE WORK AND AVOID CONFLICTS IN
CONSTRUCTION SEQUENCE AND EQUIPMENT INSTALLATION.
2. REVIEW ENTIRE PLAN SET AND COORDINATE WITH OTHER TRADES AS REQUIRED BY SEQUENCE OF
CONSTRUCTION TO ENSURE PROVISION OF MAINLINE AND ELECTRICAL CONDUIT STUB-OUTS AT ALL
REQUIRED LOCATIONS.
IRRIGATION
CODES AND INSPECTION
QUALITY ASSURANCE
PROTECTION OF EXISTING CONDITIONS
COORDINATION1. TREES AND SHRUBS SHALL BE PROVIDED IN THE QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY AS
CHOSEN BY THE OWNER/OWNER AS LISTED ON THE PLANT SCHEDULE.
2. TREES AND SHRUBS SHALL BE HEALTHY, VIGOROUS STOCK, GROWN IN RECOGNIZED NURSERY IN
ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE AND FREE OF DISEASE, INSECTS, EGGS, LARVAE,
AND DEFECTS.
3. OWNER RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND
ROOT SYSTEMS, INSECTS, INJURIES, AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR
DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK.
4. NURSERY STOCK SHALL BE DELIVERED DIRECTLY FROM NURSERY. HEEL IN IMMEDIATELY UPON
DELIVERY IF NOT TO BE PLANTED WITHIN FOUR HOURS, COVERING WITH MOIST SOIL OR MULCH TO
PROTECT FROM DRYING. STORE PLANTS IN SHADE AND PROTECT FROM WEATHER.
5. PROTECTION FROM EXTREMES IN EXPOSURE AND ROUGH HANDLING SHALL BE PROVIDED FOR ALL
PLANT MATERIALS DURING TRANSPORT AND STORAGE.
6. THE CONTRACTOR SHALL NOTIFY THE OWNER 48 HOURS PRIOR TO PLANTING SO THAT A MUTUALLY
AGREEABLE TIME MAY BE ARRANGED FOR INSPECTION.
7. LAY OUT INDIVIDUAL TREE AND SHRUB LOCATIONS WITH STAKES CENTERED AT PROPOSED PLANTING
LOCATIONS FOR APPROVAL BY OWNER.
8. DO NOT START PLANTING WORK UNTIL LAYOUT IS APPROVED BY THE OWNER.
9. TO ENSURE PROPER INFILTRATION THE LANDSCAPE CONTRACTOR MUST PROVE THE OPEN SUB-GRADE
OF ALL PLANTING AREAS AFTER THEIR EXCAVATION IS COMPACTED LESS THAN 200 PSI. THE OWNER OR
OWNER'S REPRESENTATIVE MUST BE ONSITE DURING COMPACTION TESTING.
10. ALL GRADED AREAS OF THE SITE THAT ARE DESIGNATED FOR SHRUBS, TREES AND PERENNIALS SHALL
HAVE NO LESS THAN 12" OF SALVAGED TOPSOIL. IF ADDITIONAL TOPSOIL NEEDS TO BE IMPORTED IT
SHALL BE TOPSOIL BORROW.
7. TOPSOIL SHALL BE SALVAGED. LANDSCAPE CONTRACTOR TO COORDINATE WITH THE GENERAL
CONTRACTOR AND EARTHWORK SUB-CONTRACTOR TO VERIFY TOPSOIL CONDITION, SEE TURF
RESTORATION NOTES.
LANDSCAPE NOTES
ESTABLISHMENT (SPRING SEEDING):
1. PREPARE SITE - LATE APRIL - MAY.
2. SEED - MAY 1 - JUNE 1
MAINTENANCE:
1. MOW (TO 6-8 INCHES) - EVERY 30 DAYS AFTER PLANTING UNTIL SEPTEMBER 30.
2. WEED CONTROL - MOWING SHOULD HELP CONTROL ANNUAL WEEDS. SPOT SPRAY THISTLES ETC.
ESTABLISHMENT (FALL SEEDING):
1. PREPARE SITE - LATE AUGUST - EARLY SEPTEMBER.
2. SEED - LATE SEPTEMBER TO FREEZE-UP.
MAINTENANCE (FOLLOWING SEASON):
1. MOW (TO 6-8") - ONCE IN MAY, JUNE AND JULY.
2. WEED CONTROL - MOWING SHOULD KEEP ANNUAL WEEDS DOWN. SPOT SPRAY THISTLES ETC.
EVALUATION:
1. COVER CROP GROWING WITHIN 2 WEEKS OF PLANTING (EXCEPT DORMANT PLANTINGS).
2. SEEDLINGS SPACED 1-6 INCHES APART IN DRILL ROWS.
3. GENERAL GRASS AND FORB SEEDLINGS MAY ONLY BE 4-6 INCHES TALL.
4. IF THERE IS A FLUSH OF GROWTH FROM FOXTAIL ETC., MOW AS NECESSARY TO KEEP LIGHT TO
GROUND FOR GENERAL SEEDLINGS.
YEAR 2 - MAINTENANCE:
1. MOW (TO 6-8 INCHES) ONE TIME BETWEEN JUNE 1 - AUGUST 15 BEFORE WEEDS SET SEED.
2. WEED CONTROL - SPOT MOWING SHOULD KEEP ANNUAL WEEDS DOWN. SPOT SPRAY THISTLES ETC.
3. SOME SITES MAY NOT REQUIRE MUCH MAINTENANCE THE SECOND YEAR.
EVALUATION:
1. COVER CROP WILL BE GONE UNLESS WINTER WHEAT WAS USED IN A FALL PLANTING.
2. GRASSES FORMING CLUMPS 1-6 INCHES APART IN DRILL ROWS, BUT STILL SHORT. AT LEAST 1 SEEDED
GENERAL PLANT ESTABLISHED PER SQUARE FOOT.
3. SOME FLOWERS SHOULD BE BLOOMING (BLACK EYED SUSANS, BERGAMOT ETC.).
4. IF THERE IS A FLUSH OF GROWTH FROM FOXTAIL ETC., MOW SITE.
YEAR 3 - MAINTENANCE:
1. MOW ONLY IF NECESSARY FOR WEED CONTROL.
2. WEED CONTROL - SPOT SPRAY THISTLES, ETC.
3. SITES USUALLY DO NOT REQUIRE MUCH MAINTENANCE THE THIRD YEAR.
EVALUATION:
1. PLANTING SHOULD BEGIN LOOKING LIKE A PRAIRIE - TALL GRASSES, FLOWERS ETC.
LONG-TERM -MAINTENANCE:
1. WEED CONTROL - SPOT SPRAY THISTLES, WEED TREE SEEDLINGS, ETC.
2. DORMANT MOW (3-4 YEAR ROTATION) LATE SPRING.
SEED TYPE A & B - NATIVE SEED REQUIRED MAINTENANCE - 3 YEARS
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE
ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:
MARK FLICKER
56541
02/26/2026
PLANT SCHEDULE
* SHRUBS SHALL BE A MINIMUM OF 24" HEIGHT AT TIME OF INSTALLATION.
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L-802
LANDSCAPE DETAILS
DWN BY:
ISSUE DATE:
PROJECT NO.:
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CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
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DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
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04/03/2026
03
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PRUNE ANY DAMAGED OR BROKEN
BRANCHES. DO NOT CUT LEADER.
ROOT FLARE MUST BE ABOVE FINISHED GRADE.
DO NOT COVER ROOT FLARE WITH MULCH
DOUBLE SHRED, HARD WOOD MULCH (3") MIN.
ROUGH THE SIDES OF THE HOLE SO
THEY ARE NOT GLAZED FROM DIGGING.
LOOSEN SIDES OF ROOT BALL AND PRUNE
DAMAGED, DESICCATED, OR GIRDLING ROOTS.
SET ROOT BALL ON SOIL BACKFILL SO THAT
TOP OF ROOT BALL IS ABOVE FINISHED GRADE.
BACKFILL AROUND THE ROOT BALL WITH
LOOSE TOPSOIL. WORK SOIL TO SETTLE AND
ELIMINATE VOIDS AND AIR POCKETS. WATER
THOROUGHLY WHEN BACKFILLED 2/3 FULL AND
ALLOW TO SETTLE.
2X ROOT BALL DIA. MIN
DECIDUOUS TREE PLANTING
SPECIES AS SHOW ON PLAN
1
L-802 NOT TO SCALE
CONIFEROUS TREE PLANTING2
L-802 NOT TO SCALE
2X ROOT BALL DIA. MIN
PRUNE ANY DAMAGED OR BROKEN BRANCHES.
DO NOT CUT LEADER.
ROOT FLARE MUST BE ABOVE FINISHED GRADE.
DO NOT COVER ROOT FLARE WITH MULCH
DOUBLE SHRED, HARD WOOD MULCH (3") MIN.
ROUGH THE SIDES OF THE HOLE SO THEY ARE
NOT GLAZED FROM DIGGING.
LOOSEN SIDES OF ROOT BALL AND PRUNE DAMAGED,
DESICCATED, OR GIRDLING ROOTS.
SET ROOT BALL ON SOIL BACKFILL SO THAT
TOP OF ROOT BALL IS ABOVE FINISHED GRADE.
BACKFILL AROUND THE ROOT BALL WITH LOOSE
TOPSOIL. WORK SOIL TO SETTLE AND
ELIMINATE VOIDS AND AIR POCKETS. WATER
THOROUGHLY WHEN BACKFILLED 2/3 FULL AND
ALLOW TO SETTLE.
SPECIES AS SHOW ON PLAN
MULCH WITH EDGER3
L-802 NOT TO SCALE
MULCH, SEE
PLANTING NOTES
EDGING, SEE TURF
RESTORATION NOTES
TURF, SEE PLAN
WOVEN GEOTEXTIL
FABRIC
MULCH, SEE PLANTING NOTES
CONTAINER GROW MATERIALS SHALL HAVE ROOTS
HAND LOOSENED UPON PLANTING
EXCAVATE HOLE SO THAT ROOTS ARE
VERTICAL AND FULLY EXTENDED.
SCARIFY PIT BOTTOM (6") MIN.
BACKFILL AROUND THE ROOTS WITH LOOSE
TOPSOIL. WORK SOIL TO SETTLE AND ELIMINATE
VOIDS AND AIR POCKETS. WATER THOROUGHLY
WHEN BACKFILLED 2/3 FULL AND ALLOW TO SETTLE.
PRUNE ANY DAMAGED OR BROKEN BRANCHES.
DO NOT CUT LEADER.
ROUGH THE SIDES OF THE HOLE SO THEY ARE NOT
GLAZED FROM DIGGING.
PRUNE DAMAGED OR DESICCATED ROOTS.
ROOT FLARE MUST BE ABOVE FINISHED GRADE.
2X ROOT DIA. MIN
SHRUB PLANTING4
L-802 NOT TO SCALE
COMMERCIAL METAL EDGING,
EDGING INSTALLED AT ALL LOCATIONS TO
SEPARATE MULCH & TURF AREAS
3"
ROCK MULCH, SEE PLANTING NOTES
COMPACTED SUBGRADEBASE
ADJACENT LANDSCAPE ORTURF. SEE LANDSCAPEPLANS
3"
SUBGRADE
PROPOSED FENCING;SEE LAYOUT PLANS
LANDSCAPE EDGING, SEE TURFRESTORATION NOTES
WOVEN GEOTEXTILE FABRIC
12" O.C.
FENCE POST FOOTING PERFENCE DETAILS
STAKE
12" O.C.
AGGREGATE MAINTENANCE STRIP AT FENCELINE5
L-802 NOT TO SCALE
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE
ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:
MARK FLICKER
56541
02/26/2026
LANDSCAPE PLAN ENLARGEMENT6
L-802 1"=10'
ELEVATION GENERAL NOTES
1. HEIGHT OF ALL WALLS, ROOFS, AND PARAPETS SHOWN ON ELEVATIONS ARE TAKEN FROM THE BUILDING
FINISH FLOOR (ELEVATION 100'-0").
2. ALL ELEVATION HEIGHTS ARE SHOWN TO TOP OF CONCRETE PANEL / BOTTOM OF WOOD BLOCKING.
3. VERIFY GRADES AND BUILDING LINE WITH CIVIL DRAWINGS.
4. PAINT ALL EXTERIOR ELECTRICAL EQUIPMENT, BOXES, AND CONDUIT TO MATCH ADJACENT WALL SURFACE.
5. PAINT ALL EXTERIOR HOLLOW METAL DOORS AND FRAMES TO MATCH ADJACENT WALL SURFACE.
6. DO NOT PAINT ANY EXTERIOR PREFINISHED MATERIAL.
7. GENERAL CONTRACTOR TO VERIFY AND COORDINATE ALL DOCK EQUIPMENT AND SIGNAGE WITH OWNER.
FIRST FLOOR
100'-0"
11023568974
T/PANEL ELEV. 44'-0"
T/PANEL ELEV. 42'-4"
T/PANEL ELEV. 44'-0"
T/PANEL ELEV. 43'-0"
13
'
-
1
0
"
E10
E14E2E9
E1 E7E6E8
10
'
-
0
"
3
A6.1.1
___________________4
A6.1.1
___________________1
A6.1.2
___________________2
A6.1.2
___________________
T/ I.M.P.
120'-4"
FIRST FLOOR
100'-0"
1 1023568974
DOCK
96'-0"
13
'
-
0
"
E11
E1
E5
E7 E6
E2
E8
1
A6.1.3
___________________4
A6.1.2
___________________2
A6.1.3
___________________3
A6.1.3
___________________
T/ I.M.P.
120'-4"
FIRST FLOOR
100'-0"
B AFCDE
T/PANEL ELEV. 43'-0"
E1 E7 E6
E2 E12E2E12
3
A6.1.2
___________________
T/ I.M.P.
120'-4"
FIRST FLOOR
100'-0"
BA FCDE
1
A6.1.1
___________________
T/PANEL ELEV. 43'-0"T/PANEL ELEV. 44'-0"
13
'
-
1
0
"
E2
E1E7 E6
E13
E10 E11
T/PANEL ELEV. 42'-4"
E14
2
A6.1.1
___________________
ELEVATION COLOR LEGEND
EPT-1
ALL MANUFACTURERS LISTED BELOW ARE A BASIS OF DESIGN. ALTERNATE MANUFACTURER AND COLORS WILL
BE ACCEPTED IF APPROVED BY OWNER AND ARCHITECT.
PAINTED CONCRETE WALL PANEL
MEDIUM TEXTURED
SHERWIN WILLIAMS - SW9143 - CADET
EPT-2
EPT-3
PAINTED CONCRETE WALL PANEL
MEDIUM TEXTURED
SHERWIN WILLIAMS - SW7075 - WEB GRAY
PAINTED CONCRETE WALL PANEL
MEDIUM TEXTURED
SHERWIN WILLIAMS - SW7076 - CYBERSPACE
1" INSULATED TINTED, VISION GLASS
1" INSULATED, SPANDREL GLASS
EPT-4
PAINTED CONCRETE WALL PANEL
MEDIUM TEXTURED
BLUE ACCENT (RGB: 0,100,145)
EXACT COLOR TO BE PROVIDED BY OWNER
SHEET NUMBER
GMA JOB NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA
ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED
WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC.
PR
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CONSTRUCTION
CIVIL
Stantec Consulting Services
733 Marquette Ave, Suite 1000
Minneapolis, MN 55402
ARCO JOB NO:
STRUCTURAL
Richard Adams Engineers
7930 Clayton Road, Suite 300
Richmond, Heights, MO 63117
A5.1.1
GA1972
AB
OVERALL EXTERIOR ELEVATIONS
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7930 CLAYTON ROAD, SUITE 300
RICHMOND HEIGHTS, MO 63117
P: (314) 822-5191
WWW.GMA-ARCHITECTS.COM
1/16" = 1'-0"A5.1.1
1 WEST ELEVATION
1/16" = 1'-0"A5.1.1
2 EAST ELEVATION
1/16" = 1'-0"A5.1.1
3 NORTH ELEVATION
1/16" = 1'-0"A5.1.1
4 SOUTH ELEVATION
7930 CLAYTON RD
SUITE 300
ST. LOUIS, MO 63117
P: (314) 963-0715
WWW.ARCONATIONAL.COM
KEYNOTE LEGEND
E1 INSULATED PRECAST CONCRETE PANELS WITH REVEALS (PAINTED)
E2 PERSONNEL DOOR AND FRAME
E5 DOCK STAIR WITH HANDRAILS AND GUARDRAILS, ALL EXPOSED STEEL TO BE GALVANIZED
E6 DASHED LINE REPRESENTS ROOF BEYOND - SHOWN FOR REFERENCE ONLY
E7 PREFINISHED METAL COPING CAP - COLOR TO BE SELECTED FROM MANUFACTURER'S STANDARD COLOR
OPTIONS
E8 PREFINISHED, GALVANIZED, METAL OVERFLOW SCUPPER
E9 PREMANUFACTURED METAL CANOPY
E10 ENTRANCE CANOPY - ALUMINUM COMPOSITE ACCENT PANEL "ALUCOBOND - DUSTY CHARCOAL II" AS BASIS OF
DESIGN
E11 PREMANUFACTURED DOCK CANOPY (DEPTH NOT TO EXCEED 3'-11")
E12 KNOCKOUT PANEL FOR FUTURE OPENING
E13 PREFINISHED METAL LOUVER, ROUGH OPENING TO BE 1" LARGER THAN OVERALL DIMENSION OF LOUVER
(TYP.)
E14 GLAZING IN PREFINISHED, THERMALLY-BROKEN STOREFRONT SYSTEM
# DESCRIPTION DATE
EXHIBIT J
4.04
9.05
7.01
+1.550
+1.100
+700
10.02
10.03
9.10
1.01
1.02
1.03
9.02
1.05
1.06
1.07
1.04
2.01
2.02
2.03
2.04
9.04
9.03
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24 13
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21
MOBILE CREDENZA
MOBILE CREDENZAMOBILE CREDENZA
MOBILE CREDENZA
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134221
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MOBILE CREDENZA
MOBILE CREDENZAMOBILE CREDENZA
MOBILE CREDENZA
FLOOR PLAN GENERAL NOTES:
1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AT THE JOB SITE
AND NOTIFY ARCHITECT OF ANY OMISSIONS, DISCREPANCIES, AND/OR CONFLICTS BEFORE PROCEEDING
WITH THE WORK.
2. ALL PLAN BACKGROUND FEATURES SUCH AS RACKING, EQUIPMENT, FURNITURE, ETC. ARE LIGHTENED ON
THE FLOOR PLANS AND ARE SHOWN FOR COORDINATION PURPOSES ONLY. THEY ARE NOT TO BE
CONSIDERED A PART OF THIS PERMIT NOR SHALL THEY BE USED FOR FIELD DIMENSIONING (SCALING).
3. NEW CONCRETE FLOORS SHALL BE CURED WITH (1) COAT OF A LIQUID MEMBRANE COMPOUND AND A
DENSIFIER.
4. CLEAN AND RECAULK ALL EXPOSED CONCRETE FLOOR JOINTS (NEW AND EXISTING) WITH TWO-COMPONENT,
SELF-LEVELING, POLYURETHANE ELASTOMERIC SEALANT, EQUAL TO SIKA 51, CHEMTRON 2010, OR MM-80.
FLOOR JOINTS LOCATED IN OFFICE AREAS WITH FLOOR COVERINGS SHALL NOT BE CAULKED.
5. GENERAL CONTRACTOR TO VERIFY WITH OWNER THE TYPE OF BATTERY IN MATERIAL HANDLING EQUIPMENT.
IF LEAD ACID, PROVIDE EPOXY RESINOUS FLOOR COATING, EYE WASH STATION, NEUTRALIZATION BASIN,
AND EXHAUST LOUVER.
6. SEE STRUCTURAL DRAWINGS FOR ALL CONTROL JOINT AND CONSTRUCTION JOINT LOCATIONS AND
ASSOCIATED DETAILS IN MASONRY WALLS, CONCRETE WALLS, AND FLOOR SLABS.
7. GENERAL CONTRACTOR TO COORDINATE FLOOR SLAB CONTROL JOINT AND CONSTRUCTION JOINT
LOCATIONS WITH FINAL RACKING LAYOUT.
8. ALL EXTERIOR AND EXPOSED INTERIOR CONCRETE AND MASONRY WALL JOINTS SHALL INCLUDE BACKER
ROD AND BE CAULKED USING A TWO-COMPONENT, NON-SAG, POLYURETHANE ELASTOMERIC SEALANT OR
EQUAL.
9. ALL CONCRETE WALL PANEL JOINT DIMENSIONS ARE TAKEN TO CENTERLINE OF PANEL JOINT UNLESS NOTED
OTHERWISE.
10. EXTERIOR PAINT SYSTEM FOR THE CONCRETE WALL PANELS SHALL CONSIST OF (1) COAT OF RESISTANT
PRIMER AND (1) COAT OF A MEDIUM TEXTURE PAINT.
11. ALL EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE PAINTED.
12. ALL BOLLARDS / GOAL POSTS, DOCK PIT CHANNEL / ANGLE, FIRE RISERS, CURB ANGLE, AND ROOF LADDERS
SHALL BE PAINTED.
13. ALL EXPOSED WAREHOUSE COLUMNS SHALL BE PAINTED (SEE FLOOR PLAN KEYNOTES FOR MORE
INFORMATION). PAINT 4'-0" HEIGHT RED BAND IMMEDIATELY BELOW BOTTOM CHORD OF BAR JOIST OF
INTERIOR COLUMNS EQUIPPED WITH FIRE EXTINGUISHERS.
14. ALL INTERIOR STEEL AND BRACING SHALL BE FACTORY PRIMED.
15. ALL INTERIOR STEEL HANDRAILS AND GUARDRAILS SHALL BE PAINTED WITH (2) COATS OF SAFETY YELLOW.
16. GLAZING AND FRAME SUPPLIERS SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.
17. DOORS SHOWN ADJACENT TO WALLS ARE TYPICALLY 2" FROM WALL TO OUTER FACE OF DOOR FRAME
UNLESS NOTED OTHERWISE.
18. ALL DIMENSIONS TO STUD FRAMED PARTITIONS ARE TO OUTSIDE FACE OF GYPSUM BOARD.
19. BLOCKING SHALL BE PROVIDED IN ALL WALLS AS REQUIRED / RECOMMENDED FOR THE SUPPORT OF
MILLWORK, HANDRAILS, TOILET PARTITIONS AND ACCESSORIES, ETC. COMBUSTIBLE MATERIALS IN TYPES I
AND II CONSTRUCTION SHALL COMPLY WITH IBC 2018, SECTION 603.1.
20. PROVIDE MOISTURE RESISTANT GYPSUM BOARD OR CEMENT BOARD AT ALL WET WALLS.
21. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AROUND EXTERIOR OPENINGS, IN ALL DIRECTIONS, FOR 2'-0"
INTO THE BUILDING.
22. PROVIDE FLOOR MATERIAL TRANSITIONAL STRIPS WHERE REQUIRED BY CHANGE IN MATERIAL.
23. PROVIDE ACCESS PANELS AS REQUIRED, COORDINATE WITH M.E.P. & F.P.
24. ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE,
PLASTIC, SHEET METAL, OR OTHER ACCEPTABLE METHODS TO REDUCE THE AMOUNT OR DUST, WATER AND
DEBRIS WHICH MAY COLLECT IN THE SYSTEM AT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE
ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING
EQUIPMENT.
25. CONTROL JOINTS IN GYPSUM BOARD WALL ASSEMBLIES SHALL BE INSTALLED WHERE INDICATED ON THE
PLANS AND WHERE THE FOLLOWING CONDITIONS EXIST:
25.1. A CONTROL JOINT SHALL BE INSTALLED WHERE A PARTITION, WALL, OR CEILING TRAVERSES A
CONSTRUCTION JOINT (EXPANSION, SEISMIC OR BUILDING CONTROL ELEMENT) IN THE BASE
BUILDING STRUCTURE.
25.2. CONTROL JOINTS SHALL BE INSTALLED WHERE A WALL OR PARTITION RUNS IN AN UNINTERRUPTED
STRAIGHT PLANE EXCEEDING 25'-0".
25.3. WHERE A CONTROL JOINT OCCURS IN AN ACOUSTICAL OR FIRE RATED SYSTEM, BLOCKING SHALL BE
PROVIDED BEHIND THE CONTROL JOINT BY USING A BACKING MATERIAL SUCH AS 5/8" TYPE X
GYPSUM BOARD, MINERAL FIBER, OR OTHER TESTED EQUIVALENT. SEE DETAIL X/AX.X.X.
26. WHERE CONTROL JOINTS ARE INSTALLED IN NON-RATED ASSEMBLIES AND ARE PARALLEL TO THE FRAMING
MEMBERS, A FRAMING MEMBER IS REQUIRED ON EACH SIDE OF THE OPENING - SEE DETAIL X/AX.X.X.
EXISTING PARTITION TO REMAIN
FLOOR PLAN LEGEND
NEW PARTITION
NEW DOOR
PARTITION TAG
DOOR TAG
S3A*
1HR
A##
WINDOW TAG#
1
1
6
6
B B
A A
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345'-1"
21
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2
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3
3
4
4
5
5
9
9
10
10
36'-10"43'-1"30'-2"35'-6"35'-6"33'-4"66'-0"32'-4"32'-4"
42
'
-
1
0
"
42
'
-
8
"
39
'
-
5
1
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2
"
39
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-
5
1
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50
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-
9
"
7 7
8 8
11 11
VEST.
100
OFFICE
102 OFFICE
103
OFFICE
104
OFFICE
105
OFFICE
106
CORRIDOR
116
D&S OFFICE
111
LARGE
CONFERENCE
113
OFFICE
114
ELEC. RM
140
SANITATION
127
TRAY
DRYING
139
PRODUCTION
OFFICE
126
INGREDIENTS
130
MAINTENANCE
133
BLOWER
131
DRY
WAREHOUSE
150
-10°
COOLER
136
35° COOLER
137
35° CROSS
STACK
COOLER
138
35° COLD
DOCK
144
DOUGH
LINES
142
CLEAN
CORRIDOR
128
WORK AREA
146
12
12
13
13
DRY DOCK
149
345'-1"
10
'
-
3
"
PUMP RM
141
PRINTER
1110
OPEN
OFFICE
101
SMALL
CONFERENCE
109
PHONE
107
STOR.
108
IT
112
DRIVER'S
RM
111
VEST.
115
VEST.
119
TRAIN.
KIOSK
120
PHONE
121
WELLNESS
122
UNISEX
123
JAN.
124
STOR.
125
BREAK
ROOM
126
60°
PRODUCTION
129
EQUPMENT
134
SANITATION
143
WOMEN
118
MEN
117
HANDHELD/
WORK AREA
145
UNISEX
147
DRIVER
WAITING
148
JAN.
132
SHEET NUMBER
GMA JOB NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA
ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED
WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC.
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CONSTRUCTION
CIVIL
Stantec Consulting Services
733 Marquette Ave, Suite 1000
Minneapolis, MN 55402
ARCO JOB NO:
STRUCTURAL
Richard Adams Engineers
7930 Clayton Road, Suite 300
Richmond, Heights, MO 63117
A2.1.1
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OVERALL FLOOR PLAN
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KEYNOTE LEGEND
7930 CLAYTON ROAD, SUITE 300
RICHMOND HEIGHTS, MO 63117
P: (314) 822-5191
WWW.GMA-ARCHITECTS.COM
7930 CLAYTON RD
SUITE 300
ST. LOUIS, MO 63117
P: (314) 963-0715
WWW.ARCONATIONAL.COM
1/16" = 1'-0"A2.1.1
1 OVERALL FLOOR PLAN
# DESCRIPTION DATE
Memo
To: Kris Jenson
20195 Holyoke Avenue, Lakeville, MN,
55044
From: Patrick Sveum
Minneapolis
Project/File: 190300673 Date: April 3, 2026
Reference: Project Blackbear City Submittal Package Application (REV-1)
The proposed development supports a 24-hour operational facility with multiple overlapping shifts,
centralized Team Member parking, internal training functions, and high-volume logistics activity. Parking
demand is driven by peak shift overlap, daytime leadership presence, periodic training events, and future
staffing growth associated with planned building expansion, rather than a single-shift or traditional office
use. The following narrative and tables quantify and justify the required auto and trailer parking supply.
Operational Staffing and Peak Auto Parking Demand
The facility operates continuously with three primary work shifts and rotating site leadership. While total
staffing is distributed across the day, overlap between shifts results in peak parking demand during daytime
hours. In addition to shift-based staff, approximately 10 site leaders rotate among shifts but are
predominantly onsite during the 8:00 AM daytime window.
Shift Start Time Shift Duration Team Members per Shift
12:00 AM-10:00 AM 10 hours 20
8:00 AM-6:00 PM 8–10 hours 30
3:00 PM-1:00 AM 8–10 hours 18
Subtotal — 68
Peak Shift Overlap and Auto Parking Demand (No Training Event)
The highest parking demand occurs during daytime overlap periods, when incoming, outgoing, and
leadership staff are present concurrently. This condition represents a realistic worst-case daily scenario for
auto parking and is used as the baseline for determining required stall counts.
Category Estimated Vehicles
8:00 AM-6:00 PM Shift Staff 30
Site Leadership 10
Partial Overlap – Overnight Shift 5
Partial Overlap – Afternoon Shift 5
Estimated Peak Demand 50 vehicles
EXHIBIT K
4/3/2026
Kris Jenson
Page 2 of 4
Reference: Project Blackbear City Submittal Package Application
Internal Training Events and Temporary Parking Surge
The site hosts quarterly internal training sessions that temporarily increase parking demand. These training
courses are operationally necessary and occur onsite for efficiency. They include up to 25 team members
for a duration of 1-5 business days and primarily occur during daytime operations. Although training-related
demand is temporary, parking must be available onsite to prevent overflow into truck circulation areas or
off-site locations.
Category Estimated Vehicles
Baseline Peak Demand 50
Training Participants 25
Total Peak Demand During Training 75 vehicles
Future Building Expansion and Long-Term Parking Needs
A future 25,000-square-foot building expansion is planned and is anticipated to consist of additional
warehousing space. This expansion will result in incremental hiring of Team Members, and therefor
increased parking demand beyond initial the needs. Providing these stalls now ensures long-term site
functionality and avoids future operational impacts. Although all the parking for the future expansion is not
required on Day 1, it is preferred to be constructed as part of the initial development due to:
• Centralized parking requirements for safety and security
• Avoidance of phased construction in active operational areas
• Minimizing disruption to Team Members and site circulation
Item Assumption
Expansion Area 25,000 SF
Use Type Warehouse / Operations
Estimated Additional Staff 15–25 Team Members
Additional Auto Parking Demand 15–25 stalls
Total Peak Demand During Training 100 vehicles
Trailer Parking Supply and Daily Utilization
Trailer parking is an essential component of daily operations and must be fully accommodated onsite to
maintain safe circulation and efficient loading activities. Dedicated trailer stalls prevent encroachment into
drive aisles and employee parking areas and are necessary to support ongoing logistics operations.
Industry-standard design practices include offsetting perimeter fencing from the back of curb to allow for
4/3/2026
Kris Jenson
Page 3 of 4
Reference: Project Blackbear City Submittal Package Application
trailer overhang when drivers back wheels to the curb, avoiding fence conflicts. Given the industrial setting
and the long-term storage of trailers, a gravel surface is more appropriate and maintainable than turf. The
area behind the back of curb will not be used by vehicles or pedestrians and is not intended for storage.
As demonstrated above, the proposed number of auto and trailer parking is based on operational demand,
including:
• Peak shift overlap conditions
• Leadership staffing patterns
• Periodic internal training events
• Centralized parking for safety
• High-volume trailer activity
• Anticipated future staffing from planned expansion
The requested number of auto and trailer parking stalls is necessary and appropriate for the proposed use
and represents a proactive approach to operational safety, efficiency, and long-term site functionality.
Constructing the full parking buildout as part of the initial development minimizes future disruption and
ensures the site operates as intended from both a short-term and long-term perspective.
Trailer Type Quantity Rotation Frequency
Cart Trailers (Permanent) 8 Remain onsite
Pallet Trailers 2 Rotate ~2x/week
Box Trailers 2 Daily rotation
Domino’s Trailers 24 Daily rotation
Vendor Inbound Trailers 7–10 Daily rotation
Total Trailers Onsite (Typical Day) 43–46 —
Future growth/demand 14-17
Total Proposed 60
4/3/2026
Kris Jenson
Page 4 of 4
Reference: Project Blackbear City Submittal Package Application
Parking Requirements based on building use
BUILDING USE
TOTAL BLDG
AREA (SF)
90% BLDG
AREA (SF) CODE REQ.
# OF PARKING
STALLS
OFFICE 7,533.00 6,779.70 4 SPACES/1,000 SF 27.12
MANUFACTURING 13,225.00 11,902.50 1 SPACE/600 SF 19.84
WAREHOUSE 53,673.00 48,305.70 1 SPACE/2,000 SF 24.15
FUTURE WAREHOUSE 24,726.00 22,253.40 1 SPACE/2,000 SF 11.13
TOTAL 99,157.00 89,241.30 - 82.24
The project design is proposing a total of 142 employee parking spaces, which consists of 137 standard
spaces and 5 ADA accessible spaces. This results in a 171.1% of the calculated code minimum
requirement and 39 parking spaces over the 125% code maximum which is triggering the CUP application.
PROPOSED CUP APPLICATION
DESIGN
PARKING CALCULATIONS REQUIRED SPACES PROPOSED PERCENT
STANDARD SPACES 79 137 -
ADA SPACES 4 5 -
TOTAL SPACES 83 142 171.1%
CODE MAX WITHOUT CUP (125%) 83 103 124.1%
DELTA OF SPACES OVER 125% - 39 47.0%
Best regards,
Stantec Consulting Services Inc.
Patrick Sveum P.E. (MN)
Senior Associate, Civil Engineer
Phone: 952-334-3933
patrick.sveum@stantec.com
stantec.com
Dak ota 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: INTERSTATE SOUTH LOGISTICS PARK FOURTH ADDITION
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 (215th St.) and is therefore subject to the Dakota County
Contiguous Plat Ordinance.
The proposed plat is a replat for two lots and one outlot. The eastern lot is an industrial building, and
the western lot along Jacquard Avenue is planned for a Kwik Trip site. The right-of-way needs are 75 feet
of half right of way along CSAH 70 for a 4-lane divided roadway, which have been met. Access spacing
along CSAH 70 for a future principal arterial roadway are ½ mile full access and ¼-mile access for
restricted access locations. Access to site will be from Jacquard Avenue and 217th Street West.
Restricted access should be shown along all of Lots 1 and 2 along CSAH 70. A quit claim deed to Dakota
County for restricted access is required with the recording of the plat mylars. As noted, a city sidewalk is
recommended along Jacquard to the CSAH 70 intersection for the Kwik Trip site. As discussed, the
County Transportation/Traffic Department will evaluate and determine if a traffic study is necessary.
The Plat Commission has approved the preliminary plat provided that the described conditions are met.
The Ordinance requires submittal of a final plat for review by the Plat Commission before a
recommendation is made to the County Board of Commissioners.
Traffic volumes on CSAH 70 are 9,700 ADT and are anticipated to be 18,000 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
c: Jake Kurth, Scannell EXHIBIT L
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
CONDITIONAL USE PERMIT
FINDINGS OF FACT AND RECOMMENDATION
On May 7, 2026, the Lakeville Planning Commission met at its regularly scheduled meeting to
consider a conditional use permit to exceed 125% of the minimum parking stalls required by
the Zoning Ordinance as shown on Lot 2, Block 1, Interstate south Logistics Park Fourth
Addition. 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 warehouse/light industrial uses.
2. The property is currently zoned I-1, Light Industrial District.
3. The legal description as shown on the preliminary plat is:
Lot 2, Block 1, Interstate South Logistics Park Fourth Addition, 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 additional parking spaces are to accommodate overlapping work
shifts and on-site training that occurs as well as to accommodate a future building addition.
The proposed use 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 number of proposed
parking spaces will be consistent with Zoning Ordinance requirements for the full buildout
of the building.
c. The proposed use conforms with all performance standards contained in the Zoning
Ordinance.
Finding: The proposed use is a permitted use in the I-1, Light Industrial District and the site
is proposed to be developed in accordance with requirements 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 and 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/manufacturing/warehouse
building is within the capabilities of all public streets serving the property. Dakota County
Plat Commission has reviewed and approved the plat.
5. The planning report dated April 28, 2026 prepared by Kris Jenson, Planning Manager 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 Kris Jenson,
Planning Manager dated April 28, 2026.
May 7, 2026
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
Jon Nelson, Assistant City Engineer
Julie Stahl, Finance Director
Dave Mathews, Building Official
April 30, 2026
Interstate South Logistics Park Fourth Addition
• Preliminary Plat Review
• Preliminary Erosion and Sediment Control Plan Review
• Preliminary Grading and Drainage Plan
• Preliminary Utility Plan Review
• Preliminary Tree Preservation Plan Review
Scannell Properties #496, LLC has submitted a preliminary plat named ‘Interstate South
Logistics Park Fourth Addition’, also known as ‘Project Black Bear’, and plans to construct a
cold storage facility with loading docks and a parking lot. The proposed subdivision is located
south of 215th Street (CSAH 70) and east of Jacquard Avenue. The parent parcels consist of
Outlot A & B, Interstate South Logistics Park and Outlot A, Interstate South Logistics Park Third
Addition, zoned I-1, Light Industrial.
The preliminary plat consists of two (2) lots within one (1) blocks and one (1) outlot on 37.90
acres.
The outlot created with the preliminary plat shall have the following use:
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Outlot A (20.90 acres): Future development; to be retained by the Developer
The proposed development will be completed by:
Developer: Scannell Properties, Inc.
Engineer/Surveyor: Stantec Consulting Services, Inc.
The Interstate South Logistics Park Fourth Addition site is undeveloped. A majority of the
property was mass graded with the development of Interstate South Logistics Park Third
Addition. Two wetlands were identified within the parent parcels and have been previously
delineated and mitigated. The land generally slopes from the west to the east.
The site is bounded by 215th Street (CSAH 70) to the north, Jacquard Avenue to the east, and
217th Street to the south. Existing public infrastructure is available adjacent to the site,
including watermain, sanitary sewer, and storm sewer facilities.
Several easements for communication, gas pipeline, transmission line, highway, and utility
purposes exist across the parent parcels and will remain with the development
improvements.
The existing drainage and utility easement, recorded as Document No. 3419355, shall be
vacated with the preliminary plat and reestablished with the final plat. Perimeter drainage
and utility easements shall be provided with the preliminary and final plat in accordance with
City Ordinance requirements.
No special assessments have been identified related to the subject preliminary plat boundary.
215th Street (CSAH 70)
Interstate South Logistics Park Fourth Addition 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. 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 by the Dakota County Plat Commission at its
April 8, 2026 meeting.
Jacquard Avenue
Interstate South Logistics Park Fourth Addition is located east of and adjacent to Jacquard
Avenue, a major collector as identified in the City’s Comprehensive Transportation Plan.
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Jacquard Avenue is constructed adjacent to the plat 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.
217th Street
Interstate South Logistics Park Fourth Addition is located north of and adjacent to 217th Street
a minor collector roadway as identified in the City’s Transportation Plan. 217th Street has been
constructed as 40-ft wide rural section roadway to promote infiltration and stormwater
treatment within 80-ft of right-of-way. Two driveway access points are proposed from 217th
Street.
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-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 plat’s frontage.
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.
Interstate South Logistics Park Fourth Addition 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.
The Sanitary Sewer Availability Charge has not been collected on the parent parcels and must
be paid with the final plat.
Final locations and sizes of all sanitary sewer facilities will be reviewed by City staff with the
final plat, building permit application and final construction plans.
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WWAATTEERRMMAAIINN
Development of Interstate South Logistics Park Fourth Addition includes the extension of
private watermain from an existing stub along 217th Street to provide domestic and fire
suppression service for the development. The Lateral Watermain Charge must be paid for the
12-inch watermain installed with City Project 20-05 with the final plat.
Final locations and sizes of all watermain facilities will be reviewed by City staff with the final
plat, building permit application and final construction plans.
Great River Energy (GRE) has an existing electric transmission line along 215th Street. This
transmission line is not required to be buried as it has been identified as a high voltage line.
Interstate South Logistics Park Fourth Addition 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 and two (2) wet
detention basins. The private basins will be located on Lot 1, Block 1 and will treat runoff
generated from the proposed subdivision. 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.
Interstate South Logistics Park Fourth Addition 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 grading. A copy of the Notice of Stormwater Permit
Coverage must be submitted to the City upon receipt from the MPCA.
Development of Interstate South Logistics Park Fourth Addition includes 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.
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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.
The Storm Sewer Charge has not been collected on the parent parcel and must be paid with
the final plat.
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 were two farmed wetland areas to the
west of the site that were previously delineated and mitigated.
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 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.
RREECCOOMMMMEENNDDAATTIIOO NN
Engineering recommends approval of the Interstate South Logistics Park Fourth Addition
preliminary plat, grading and erosion control plan, utility plan and tree preservation plan,
subject to the requirements and stipulations within this report.