C2.1 SITE PLAN NORTHNOPARKINGNO
PARKING
NO
PARKING
PROPOSED
BUILDING
LOWER LEVEL=952.50
LEVEL 1=974.50
COLD STORAGE
BUILDING
FFE=952.50
25' PARKING
SETBACK
10' BUILDING
SETBACK
25' PARKING
SETBACK
10' BUILDING
SETBACK
70' MINIMUM
BUILDING SETBACK
5'R
20'R
15'R15'R
10'R
15'R 15'R
10'R
5'R
5'R
5'R
5'R
10'R
10'R 5'R
5'R
5'R
5'R
15'R 15'R
5'R
5'R
5'R
5'R5'R
5'R 5'R
10'R
10'R
10'R
18.0'26.0'36.0'26.0'18.0'
6.7'
13.3'
3.5'
6.5'
61.0'
9.0'
TYP
9.0'
TYP
9.0'TYP9.0'TYP9.0'TYP9.0'TYP18.0'26.0'36.0'26.0'18.0'18.0'26.0'19.0'8.7'8.7'35.7'18.0'26.0'19.0'
6.7'
11.3'
9.0'
TYP
9.0'
TYP
18.0'26.0'19.0'6.3'26.0'17.5'83.2'
5.2'
30.0'53.2'
10.7'
2.0'6.0'9.0'TYP10.0'
25.0'70.0'10.0'
25.0'
7
5
12
13
9
6
10
10
24.2'40' AVERAGE
BUFFER AREA
20' MINIMUM
BUFFER AREA
5-WETLAND BUFFER
LOCATION SIGNS
TYP-SEE DETAIL
20.0'
50' AVERAGE
BUFFER AREA
30' MINIMUM
BUFFER AREA
30.0'
17-WETLAND BUFFER
LOCATION SIGNS
TYP-SEE DETAIL
50' AVERAGE
BUFFER AREA
30' MINIMUM
BUFFER AREA
SURMOUNTABLE
CURB & GUTTER
TYP-SEE DETAIL
HEAVY DUTY
BITUMINOUS PAVEMENT
TYP-SEE DETAIL
LARGE BLOCK
RETAINING WALL
TYP-SEE DETAIL
HEAVY DUTY
BITUMINOUS
PAVEMENT
TYP-SEE DETAIL
LIGHT DUTY
BITUMINOUS PAVEMENT
TYP-SEE DETAIL
LIGHT DUTY
BITUMINOUS
PAVEMENT
TYP-SEE DETAIL
(2) ADA PARKING
SIGN/BOLLARD COMBO
TYP-SEE DETAIL
TYPICAL ADA
PARKING STALLS
TYP-SEE DETAIL
(4) ADA PARKING
SIGN/BOLLARD COMBO
TYP-SEE DETAIL
TYPICAL ADA
PARKING STALLS
TYP-SEE DETAIL
LARGE BLOCK
RETAINING WALL
WITH RAILING
TYP-SEE DETAIL
3.0'CONCRETE APRON
COORDINATE W/
STRUCTURAL
20.0'
(32) CONCRETE
BOLLARD
TYP-SEE DETAIL
30.0'
SECURITY FENCE
SEE LANDSCAPE PLANS
CONCRETE PAVEMENT
TYP-SEE DETAIL
B612 CURB & GUTTER
TYP-SEE DETAIL
20.0'
CONCRETE APRON
COORDINATE W/
STRUCTURAL
(32) CONCRETE
BOLLARD
TYP-SEE DETAIL
SECURITY FENCE
SEE LANDSCAPE
PLANS
SECURITY ACCESS CARD READER
SEE ELECTRICAL PLANS
SECURITY GATE
SEE ARCHITECTURAL PLANS
CONCRETE
PAVEMENT
TYP-SEE DETAIL
5.0'
CONCRETE
SIDEWALK
TYP-SEE DETAIL
CONCRETE
SIDEWALK
TYP-SEE DETAIL
B612 CURB
& GUTTER
TYP-SEE DETAIL
SECURITY GATE
TYP-SEE DETAIL
COORDINATE
W/ OWNER &
ELECTRICAL FOR
CARD READER
B612 CURB & GUTTER
TYP-SEE DETAIL
150' MAXIMUM
BUILDING SETBACK 150.0'APPROXIMATE
PROPOSED
TREE LIMITS
APPROXIMATE
PROPOSED
TREE LIMITS
NORTH POND
SEE GRADING PLANS
CURB
TRANSITION
12-6" RISERS W/
HANDRAIL
SEE DETAIL
LARGE BLOCK
RETAINING WALL
WITH RAILING
TYP-SEE DETAIL
HEAVY DUTY
BITUMINOUS PAVEMENT
TYP-SEE DETAIL
SNOW STORAGE AREA
SNOW STORAGE AREA25.0'25' PARKING
SETBACK
MODULAR BLOCK
RETAINING WALL
WITH RAILING
TYP-SEE DETAIL
15.0'5.0'11.3'
5.0'
(1) ELECTRIC VEHICLE CHARGING STATION BASE
TYP-SEE DETAIL
COORDINATE WITH ELECTRIC PLANS & OWNER
(6) FUTURE
ELECTRIC
VEHICLE
CHARGING
STATION SIGNS
TYP-SEE DETAIL
(2) BOLLARDS AROUND ELECTRIC
VEHICLE CHARGING STATION
TYP-SEE DETAIL
COORDINATE WITH ELECTRIC PLANS & OWNER
(3) FUTURE
ELECTRIC VEHICLE
CHARGING
STATION BASES
TYP-SEE DETAIL
COORDINATE
WITH ELECTRIC
PLANS & OWNER
(2) ELECTRIC VEHICLE
CHARGING STATION SIGNS
TYP-SEE DETAIL
(6) BOLLARDS AROUND FUTURE ELECTRIC VEHICLE CHARGING STATION
TYP-SEE DETAIL
COORDINATE WITH ELECTRIC PLANS & OWNER
(4) BIKE RACKS
SEE LANDSCAPE PLANS
30.2'
16' DOUBLE
SWING GATE
SEE LANDSCAPE PLANS
(2) CONCRETE
BOLLARD
TYP-SEE DETAIL
(2) CONCRETE
BOLLARD
TYP-SEE DETAIL
(13) CONCRETE BOLLARD
VERIFY PLACEMENT W/
EQUIPMENT SUPPLIER
TYP-SEE DETAIL
CONCRETE PAVEMENT PADS FOR ELECTRICAL &
MECHANICAL EQUIPMENT
COORDINATE W/ EQUIPMENT SUPPLIER, ELECTRICAL,
& MECHANICAL FOR EXACT SIZE, EQUIPMENT
LAYOUT, BOLLARD PLACEMENT, PAVEMENT
SECTION, AND REINFORCEMENT REQUIREMENTS
35.1'LIGHT POLE-TYP
SEE ELECTRICAL
PLANS
LIGHT POLE-TYP
SEE ELECTRICAL
PLANS
LIGHT POLE-TYP
SEE ELECTRICAL
PLANS
10'R
10'R
5'R5'R
5'R
5'R
10'R
10'R
76'R
50'R
150'R
176'R26.0'30'R
15
15
12.0'18.0'26.0'FLAT CURB
TYP-SEE DETAIL
TAPER TO FLAT CURB
TYP-SEE DETAIL
TAPER TO FLAT CURB
TYP-SEE DETAIL
CURB
TRANSITION
CURB
TRANSITION
SURMOUNTABLE
CURB & GUTTER
TYP-SEE DETAIL
B612 CURB & GUTTER
TYP-SEE DETAIL
CURB
TRANSITION
B612 CURB & GUTTER
TYP-SEE DETAIL
B612 CURB & GUTTER
TYP-SEE DETAIL
SURMOUNTABLE
CURB & GUTTER
TYP-SEE DETAIL
CURB
TRANSITION
SURMOUNTABLE
CURB & GUTTER
TYP-SEE DETAIL
44
N
SCALE IN FEET
0 30 60
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
4201 cedar avenue so. - minneapolis, MN 55407
tel. (612) 904-1332 - fax (612) 904-7366
NOT F
O
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C
O
N
S
T
R
U
C
TI
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PROJECT NUMBER 21602.0A
REVISION DATE DESCRIPTION BY
1891 Arboretum Boulevard
Chanhassen, MN 55317
Xcel Energy
Service Center
Chanhassen
Title: Zachary B. Moen - PE
Registration Number: 58688
Date: XX/XX/XXXX
By:
Title: Professional Engineer
I hereby certify that this drawing 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.
LOUCKS PROJECT NO. 21602
10/25/2022 WATERSHED SUBMITTAL
11/16/2022 TEP SUBMITTAL
11/16/2022 SCHEMATIC DESIGN PACKAGE
12/05/2022 SD PACKAGE ADDENDUM
01/12/2023 CITY SUBMISSION
C2.1
SITE PLAN
NORTH
NOTE:
EXISTING CONDITIONS INFORMATION
SHOWN IS FROM AN ALTA/NSPS LAND
TITLE SURVEY PREPARED BY LOUCKS,
DATED 03/24/2022.
PARKING STALL COUNT
ACCESSIBLE PARKING STALL
2
LEGEND
CATCH BASIN
STORM SEWER
SANITARY SEWER
WATERMAIN
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
SPOT ELEVATION
SIGN
LIGHT POLE
POWER POLE
WATER MANHOLE / WELL
CONTOUR
CONCRETE CURB
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD UTILITY
CHAIN LINK FENCE
BUILDING
RETAINING WALL
NO PARKING
UNDERGROUND FIBER OPTIC
SANITARY SEWER SERVICE
WATER SERVICE
ELECTRIC METER
GAS METER
TREE LINE
EXISTING PROPOSED
972
DRAINTILE
FORCEMAIN 373PARKING SETBACK LINE
BUILDING SETBACK LINE
2
FENCE
FLARED END SECTION
POST INDICATOR VALVE
BENCHMARK
SOIL BORING
3DIRECTION OF FLOW 1.0%
972.5
Gopher State One Call
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 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.
NOTE:
SEE PAVEMENT SECTIONS ON SHEET C8.1 OR C8.4 FOR TYPE AND
DEPTH INFORMATION.
LIGHT DUTY BITUMINOUS PAVEMENT
CONCRETE SIDEWALK
HEAVY DUTY BITUMINOUS PAVEMENT
CONCRETE PAVEMENT
PAVEMENT TYPES
GRAVEL AREA
NOTE:
SEE CURB & GUTTER DETAILS ON SHEET C8.4
CURB TYPES
B612 CURB & GUTTER (STANDARD)
B612 CURB & GUTTER (TIP OUT)
FLAT CURB & GUTTER (STANDARD)
FLAT CURB & GUTTER (TIP OUT)
SURMOUNTABLE CURB & GUTTER
(STANDARD)
SURMOUNTABLE CURB & GUTTER
(TIP OUT)
BUILDING INFORMATION
MAIN BUILDING
CREW AREA: 9,440 SF
WAREHOUSE:12,480 SF
VEHICLE STORAGE:39,844 SF
MAIN OFFICE:10,866 SF
MECHANICAL: 7,363 SF
TOTAL AREA:79,993 SF
BUILDING HEIGHT:
OFFICE/WAREHOUSE (2-STORY):21'-6"
VEHICLE STORAGE (1-STORY):31'-6"
FLEET MAINTENANCE BUILDING
FLEET MAINTENANCE:17,580 SF
MEZZANINE STANDARD: 3,108 SF
MEZZANINE HIGH: 4,012 SF
TOTAL AREA:24,700 SF
BUILDING HEIGHT:
STANDARD BAY (1-STORY):36'-0"
HIGH BAY (1-STORY):61'-0"
PROJECTED TOTAL NUMBER OF EMPLOYEES:68
1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED
IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND APPLICABLE
GOVERNING AGENCY REQUIREMENTS.
2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA
STANDARDS AND APPLICABLE GOVERNING AGENCY REQUIREMENTS.
3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED.
5.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE
ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND
SIDEWALKS.
6.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING.
7.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC FOR AN EXISTING
SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS
INCLUDING BUT NOT LIMITED TO PAVEMENTS AND EXTERIOR SLABS.
SITE NOTES
CURRENT ZONING: A2 (AGRICULTURAL ESTATE DISTRICT)
PROPOSED ZONING: PUD (PLANNED UNIT DEVELOPMENT)
PROPERTY AREA (GROSS): 23.56 AC (1,026,095 SF)
RIGHT OF WAY AREA: 1.82 AC
BUILDABLE PROPERTY AREA (NET): 21.74 AC
PROPOSED BUILDING AREA: 2.420 AC (11.1%)*
PROPOSED IMPERVIOUS PARKING AREA: 1.082 AC (5.0%)*
PROPOSED REMAINING SITE IMPERVIOUS AREA:5.913 AC (27.2%)*
PROPOSED TOTAL IMPERVIOUS AREA: 9.415 AC (43.3%)*
DISTURBED AREA: 17.200 AC
EXISTING IMPERVIOUS AREA: 0.000 AC*
PROPOSED IMPERVIOUS AREA: 9.415 AC*
*BASED ON NET BUILDABLE PROPERTY AREA ONLY
SITE DATA
1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON
THIS PLAN.
2.CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING
AISLES WITH WHITE OR YELLOW PAVEMENT MARKING PAINT, 4" IN WIDTH.
3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE
OR YELLOW PAINT.
4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE
REQUIRED.
5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS
TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO
DETAIL(S).
6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT
THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP
BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB.
7.ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.
SIGNAGE AND STRIPING NOTES
NE WETLAND
40' WETLAND BUFFER AREA REQUIRED = 20,685 SF
40' AVERAGE WETLAND BUFFER AREA PROVIDED = 29,390 SF
WEST CREEK
50' CREEK BUFFER AREA REQUIRED = 82,390 SF
50' AVERAGE CREEK BUFFER AREA PROVIDED = 82,670 SF
WETLAND BUFFER DATA
YARD (BUILDING) SETBACKS:
FRONT 30 FT MINIMUM
SIDE 10 FT MINIMUM
REAR 10 FT MINIMUM
HWY 5 CORRIDOR OVERLAY DISTRICT:
BUILDING SETBACK 70 FT MINIMUM
150 FT MAXIMUM
OFF-STREET PARKING SETBACKS:
FRONT 25 FT MINIMUM
SIDE 25 FT MINIMUM
REAR 25 FT MINIMUM
MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN):
PARKING SPACE WIDTH = 9 FT
PARKING SPACE LENGTH = 18 FT
DRIVE LANE WIDTH = 26 FT
TOTAL PARKING PROVIDED = 120 STALLS
PROPOSED ACCESSIBLE PARKING:6 STALLS
REQUIRED ACCESSIBLE PARKING:6 STALLS**
**REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 151 TO 200 STALLS
DEVELOPMENT AND DESIGN STANDARDS
OFF-STREET PARKING CALCULATIONS
ACCESSIBLE PARKING