Wilmington - S&S CD100 Rev 0 - 2023.01.30_v1WILMINGTON, NC
LATITUDE*:
34° 17' 18.9" N
LONGITUDE*:
77° 52' 11.1" W
DUKE ENERGY
WORK ORDER: #TBD
CONTACT: ALVIN ETHEREDGE
(336)-500-1527
Alvin.Etheredge@duke-energy.com
POWER COMPANY:
PROPERTY OWNER:
D&R MURRAYVILLE PROPERTIES
5425 PAGE RD SUITE
DURHAM, NC 27703
CONTACT ENGINEER:
MATTHEW SELKIRK, P.E.
DEWBERRY ENGINEERS INC.
(804) 205-3361
mselkirk@Dewberry.com
PROPOSED TESLA EV SITE ADDRESS:
*BASED ON GOOGLE EARTH
COUNTY:
NEW HANOVER COUNTY
CONTRACTOR SHALL COMPLETE INSTALL PER
THE SIGNED AND SEALED SET OF DRAWINGS.
ANY NECESSARY DEVIATIONS FROM THE
DRAWINGS MUST BE SUBMITTED THROUGH AN
RFI REQUEST PROCESS WITH ENGINEERING
FOR AN APPROVAL PRIOR TO CONTRACTOR
PROCEEDING WITH A DEVIATION OF THE
SIGNED AND SEALED SET OF DRAWINGS.
·INSTALL (3) TESLA SUPERCHARGER CABINETS
·INSTALL (12) TESLA CHARGING POSTS
·INSTALL (1) 1600A, 277/480V SWITCHGEAR 'EV2'
·INSTALL (1) PAD MOUNTED UTILITY TRANSFORMER (SIZED BY UTILITY)
PERMITTING JURISDICTION: NEW HANOVER COUNTY
APN: R03400-003-011-002
SITE
TRT ID: 32814
SITE ADDRESS:
2316 N COLLEGE RD.
WILMINGTON, NC 28405
PARCEL ID:
PARCEL ID: R03400-003-011-002
2316 N COLLEGE RD.
WILMINGTON, NC 28405
SUBMITTALS
APPROVED BY:
CHECKED BY:DSW
MCS
REV.DATE DESCRIPTION
SITE NAME:
WILMINGTON, NC
(TRT ID: 32814)
SITE ADDRESS:
2316 N COLLEGE RD.
WILMINGTON, NC 28405
DRAWN BY:SL
Dewberry Engineers Inc.
2835 BRANDYWINE ROAD
SUITE 100
ATLANTA, GA 30341-4015
PHONE: 678.530.002
GA LIC. NO. PEF002398 (6/30/2024)
PROJECT #:50123704
JOB #:50156996
3500 DEER CREEK ROAD
PALO ALTO, CA 94304
(650) 681-5000
A 01/26/23 ISSUED FOR 90% REVIEW
0 01/30/23 ISSUED AS FINAL
NOT FOR
CONSTRUCTION
N N
SITE INFORMATION APPLICABLE CODES PROJECT DESCRIPTION ZONING INFORMATION DRAWING INDEX
CONTRACTOR NOTE
AERIAL MAP LOCATION MAP
CALL BEFORE YOU DIG
BEFORE SCALINGSITE
SHEET TITLESHT. NO.
TITLE SHEET
DETAILED SITE PLAN
T-1
C-1
EQUIPMENT/PARKING PLAN
C-2
C-3
EXISTING CONDITIONS PLAN
ELECTRICAL ONE-LINE DIAGRAME-1
GENERAL NOTES IGN-1
GENERAL NOTES IIGN-2
CONSTRUCTION DETAILS I
CONSTRUCTION DETAILS IIC-5
ELECTRICAL & UTILITY DETAILSE-2
GROUNDING PLAN, SCHEMATIC & DETAILSG-1
CONSTRUCTION DETAILS IIIC-6
C-4
ALL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES:
NORTH CAROLINA STATE UNIFORM BUILDING & ENERGY CODES, CONSISTENT WITH
THE FOLLOWING CODES:
2018 NORTH CAROLINA BUILDING CODE
2018 NORTH CAROLINA ENERGY CONSERVATION CODE
2017 NORTH CAROLINA ELECTRIC CODE
IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALL PREVAIL.
NORTH CAROLINA 811
811 OR 1-800-632-4949
APPENDIX BGN-3
01/30/23
SUBMITTALS
APPROVED BY:
CHECKED BY:DSW
MCS
REV.DATE DESCRIPTION
SITE NAME:
WILMINGTON, NC
(TRT ID: 32814)
SITE ADDRESS:
2316 N COLLEGE RD.
WILMINGTON, NC 28405
DRAWN BY:SL
Dewberry Engineers Inc.
2835 BRANDYWINE ROAD
SUITE 100
ATLANTA, GA 30341-4015
PHONE: 678.530.002
GA LIC. NO. PEF002398 (6/30/2024)
PROJECT #:50123704
JOB #:50156996
3500 DEER CREEK ROAD
PALO ALTO, CA 94304
(650) 681-5000
A 01/26/23 ISSUED FOR 90% REVIEW
0 01/30/23 ISSUED AS FINAL
NOT FOR
CONSTRUCTION
GENERAL NOTES:SITE WORK NOTES:
F . EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM
CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH GRANULAR FILL.
01/30/23
SUBMITTALS
APPROVED BY:
CHECKED BY:DSW
MCS
REV.DATE DESCRIPTION
SITE NAME:
WILMINGTON, NC
(TRT ID: 32814)
SITE ADDRESS:
2316 N COLLEGE RD.
WILMINGTON, NC 28405
DRAWN BY:SL
Dewberry Engineers Inc.
2835 BRANDYWINE ROAD
SUITE 100
ATLANTA, GA 30341-4015
PHONE: 678.530.002
GA LIC. NO. PEF002398 (6/30/2024)
PROJECT #:50123704
JOB #:50156996
3500 DEER CREEK ROAD
PALO ALTO, CA 94304
(650) 681-5000
A 01/26/23 ISSUED FOR 90% REVIEW
0 01/30/23 ISSUED AS FINAL
NOT FOR
CONSTRUCTION
REINFORCED CONCRETE NOTES:
ELECTRICAL NOTES:
TRAFFIC MANAGEMENT NOTES:
HORIZONTAL DIRECT DRILLING NOTES:
’
“”
01/30/23
SUBMITTALS
APPROVED BY:
CHECKED BY:DSW
MCS
REV.DATE DESCRIPTION
SITE NAME:
WILMINGTON, NC
(TRT ID: 32814)
SITE ADDRESS:
2316 N COLLEGE RD.
WILMINGTON, NC 28405
DRAWN BY:SL
Dewberry Engineers Inc.
2835 BRANDYWINE ROAD
SUITE 100
ATLANTA, GA 30341-4015
PHONE: 678.530.002
GA LIC. NO. PEF002398 (6/30/2024)
PROJECT #:50123704
JOB #:50156996
3500 DEER CREEK ROAD
PALO ALTO, CA 94304
(650) 681-5000
A 01/26/23 ISSUED FOR 90% REVIEW
0 01/30/23 ISSUED AS FINAL
NOT FOR
CONSTRUCTIONN/A
N/A
804
28405
lphillips@tesla.com7741842
X
10
N/A
N/A
X
NEW
HANOVER
N/A
N/A
2316 N COLLEGE RD., WILMINGTON, NC
WILMINGTON, NC (TRT ID: 32814)
041586JOSEPH GIGANTIELLO, PE 856 780-3677 JGIGANTIELLO@DEWBERRY.COM
X
134
1.0
1.0
N/A
N/A
N/A
C
X
X
X
X
X
X
X
X
X
X
X
X
X
0.209 0.089
2,000
Lucas Phillips
X
X
050147MATTHEW C. SELKIRK, PE 804 205-3361 MSELKIRK@DEWBERRY.COM
DEWBERRY ENGINEERS INC.
DEWBERRY ENGINEERS INC.
01/30/23
CO
CO CO
SANITARY CLEANOUT
SITE BENCHMARK
ELECTRIC TRANSFORMER
BOLLARD
CONIFEROUS TREE
MAILBOX
MEASURED BEARING AND/OR DISTANCE.
WOOD FENCE
EXCEPTION NUMBER
UNKNOWN LINE (UNDERGROUND)
CO
E
LIGHT POLE
FIRE HYDRANT
STORM INLET (RECTANGLE)
TELEPHONE PEDESTAL
ELECTRIC BOX
LANDSCAPED AREA
SHRUB
CONCRETE AREA
SIGN
CALCULATED BEARING AND/OR DISTANCE.
SHRUB LINE
TELEPHONE LINE (UNDERGROUND)
ELECTRIC LINE (UNDERGROUND)
WATER LINE (UNDERGROUND)
STORM LINE (UNDERGROUND)
AREA OF CONCERN!
TREE DRIP LINE
GENERATOR
RECORD BEARING AND/OR DISTANCE.
GREASE TRAP
GAS METERGM
ELECTRIC CABINET
SUBMITTALS
APPROVED BY:
CHECKED BY:DSW
MCS
REV.DATE DESCRIPTION
SITE NAME:
WILMINGTON, NC
(TRT ID: 32814)
SITE ADDRESS:
2316 N COLLEGE RD.
WILMINGTON, NC 28405
DRAWN BY:SL
Dewberry Engineers Inc.
2835 BRANDYWINE ROAD
SUITE 100
ATLANTA, GA 30341-4015
PHONE: 678.530.002
GA LIC. NO. PEF002398 (6/30/2024)
PROJECT #:50123704
JOB #:50156996
3500 DEER CREEK ROAD
PALO ALTO, CA 94304
(650) 681-5000
A 01/26/23 ISSUED FOR 90% REVIEW
0 01/30/23 ISSUED AS FINAL
NOT FOR
CONSTRUCTION
SCALE:1"=60' FOR 11"x17"
1"=30' FOR 22"x34"
30'0'60'
DETAILED SITE PLAN
LEGEND
C-2
1
C-3
1
Existing Parking
Stripe (Typ.)
Existing
Asphalt
Existing Underground
Storm Line (Typ.)
Existing Telephone
Pedestal (Typ.)
30'-0"
Setback
Existing Property
Line (Typ.)
NOTES:
1.SITE PLAN BASED ON ENGINEERING DESIGN SURVEY: A
PORTION OF THE PARCEL DEPICTED IN PLAT BOOK 49,
PAGE 347, CITY OF WILMINGTON, NEW HANOVER COUNTY,
NORTH CAROLINA BY DAVID B. JORDAN & ASSOCIATES,
PLLC. DATED 11/22/2022.
2.UTILITY CONNECTION TO BE MADE UNDER DUKE ENERGY
STANDARDS, CONFIRM FINAL DESIGN PRIOR TO
CONSTRUCTION, DUKE ENERGY WORK ORDER TBD.
3.EXISTING UNDERGROUND UTILITIES LOCATED WITHIN AREA
OF PROPOSED TRENCH & EQUIPMENT SITE AREA. HAND
DIG AND RELOCATE AS REQUIRED.
4.EXISTING STORM DRAIN INLETS TO BE COVERED WITH
SILT BAG DURING CONSTRUCTION.
5.CONTRACTOR TO CONFIRM ADA/ACCESSIBLE STRIPING &
ASSOCIATED STALLS HAVE <2% GRADE IN ALL
DIRECTIONS.
MAP BOOK 49, PAGE 347
APN: R03400-003-011-022
OWNER: D & R MURRAYVILLE
PROPERTIES
S73°44'
2
7
"
W
5
2
9
.
2
5
'
N
1
5
°
3
6
'
1
7
"
W
8
5
.
0
9
'
L
E
A
S
E
A
R
E
A
O
W
N
E
R
:
D
&
R
M
U
R
R
A
Y
V
I
L
L
E
P
R
O
P
E
R
T
I
E
S
S73°43'
5
4
"
W
1
4
3
.
1
7
'
N73°44'
2
7
"
E
3
4
7
.
7
9
'
N73°44'2
7
"
E
1
6
6
.
5
5
'
'
Existing Underground
Telecommunication Line
(Typ.)
Existing Underground
Sanitary Line (Typ.)
Existing Unknown
Underground Line
(Typ.)
Existing Underground
Water Line (Typ.)
Existing Underground
Electric Line (Typ.)
Existing Concrete
Curb and Gutter
(Typ.)
Existing Tree
(Typ.)
Existing Storm
Inlet (Typ.)
(SEE NOTE 4)
Existing Light
Pole (Typ.)
Existing Shrub
(Typ.)
Existing Cleanout
(Typ.)
25'-0"
Setback
35
36
36
36
36
36 36
37
3737
36
3
7
37
38
3
7
38
37
3
7
36
37
38
35
35
Existing Bollard
(Typ.)
APPROXIMATE LOCATION OF
DUKE PRIMARY CABINET
(SIZE AND LOCATION TO BE
DETERMINED BY UTILITY)
CONTRACTOR SHALL STUB
OUT (2) 4"Ø CONDUITS
WITH 90° ELBOWS FROM
PRIMARY WINDOW OF
TRANSFORMER PAD
CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH
C1 2.00'1.88'53°44'38"N43°18'05"W 1.81'
C2 48.59'15.11'17°49'06"N61°32'44"W 15.05'
C3 6.00'3.87'36°55'22"N34°07'13"W 3.80'
C4 15.00'23.78'90°51'01"N60°51'07"W 21.37'
C
1
C2
C
3
C4
01/30/23
SUBMITTALS
APPROVED BY:
CHECKED BY:DSW
MCS
REV.DATE DESCRIPTION
SITE NAME:
WILMINGTON, NC
(TRT ID: 32814)
SITE ADDRESS:
2316 N COLLEGE RD.
WILMINGTON, NC 28405
DRAWN BY:SL
Dewberry Engineers Inc.
2835 BRANDYWINE ROAD
SUITE 100
ATLANTA, GA 30341-4015
PHONE: 678.530.002
GA LIC. NO. PEF002398 (6/30/2024)
PROJECT #:50123704
JOB #:50156996
3500 DEER CREEK ROAD
PALO ALTO, CA 94304
(650) 681-5000
A 01/26/23 ISSUED FOR 90% REVIEW
0 01/30/23 ISSUED AS FINAL
NOT FOR
CONSTRUCTION
Existing Underground
Water Line (Typ.)
PROPOSED TESLA
EQUIPMENT PREMISES
Existing Bollard
(Typ.)
Existing Concrete
Curb And Gutter
(Typ.)
Existing Parking
Striping (Typ.)
(TO BE REMOVED)
9'-0"
(Typ.)
18
'
-
8
"
(T
y
p
.
)
SCALE:1"=20' FOR 11"x17"
1"=10' FOR 22"x34"
10'0'20'
EXISTING CONDITIONS PLAN
NOTES:
1.SITE PLAN BASED ON ENGINEERING DESIGN SURVEY: A
PORTION OF THE PARCEL DEPICTED IN PLAT BOOK 49,
PAGE 347, CITY OF WILMINGTON, NEW HANOVER COUNTY,
NORTH CAROLINA BY DAVID B. JORDAN & ASSOCIATES,
PLLC. DATED 11/22/2022.
2.UTILITY CONNECTION TO BE MADE UNDER DUKE ENERGY
STANDARDS, CONFIRM FINAL DESIGN PRIOR TO
CONSTRUCTION, DUKE ENERGY WORK ORDER TBD.
3.EXISTING UNDERGROUND UTILITIES LOCATED WITHIN AREA
OF PROPOSED TRENCH & EQUIPMENT SITE AREA. HAND
DIG AND RELOCATE AS REQUIRED.
4.EXISTING STORM DRAIN INLETS TO BE COVERED WITH
SILT BAG DURING CONSTRUCTION.
5.CONTRACTOR TO CONFIRM ADA/ACCESSIBLE STRIPING &
ASSOCIATED STALLS HAVE <2% GRADE IN ALL
DIRECTIONS.
Existing Underground
Electric Line (Typ.)
Existing Unknown
Underground Line (Typ.)
25'-0"
Setback
30'-0"
Setback
Existing Tree
(Typ.)
Existing Light
Post (Typ.)
Existing Shrubs
(Typ.)
Existing Parking
Striping (Typ.)
Existing
Asphalt
Existing Tree
(Typ.)
3
7
36
37
38
S73°44'27"W 529.25'
37
26
'
-
7
"
(T
y
p
.
)
Existing Concrete Curb
and Gutter (Typ.)
(TO BE REMOVED)
(±9 LF)
Existing Fence (Typ.)
(TO BE REMOVED AND
REPLACED IN SAME
LOCATION)
Existing Shrub
Line (Typ.)
01/30/23
SUBMITTALS
APPROVED BY:
CHECKED BY:DSW
MCS
REV.DATE DESCRIPTION
SITE NAME:
WILMINGTON, NC
(TRT ID: 32814)
SITE ADDRESS:
2316 N COLLEGE RD.
WILMINGTON, NC 28405
DRAWN BY:SL
Dewberry Engineers Inc.
2835 BRANDYWINE ROAD
SUITE 100
ATLANTA, GA 30341-4015
PHONE: 678.530.002
GA LIC. NO. PEF002398 (6/30/2024)
PROJECT #:50123704
JOB #:50156996
3500 DEER CREEK ROAD
PALO ALTO, CA 94304
(650) 681-5000
A 01/26/23 ISSUED FOR 90% REVIEW
0 01/30/23 ISSUED AS FINAL
NOT FOR
CONSTRUCTION
SCALE:1"=20' FOR 11"x17"
1"=10' FOR 22"x34"
10'0'20'
EQUIPMENT/PARKING PLAN
DISABLED ACCESS SIGN
6"
1'-0"
1'
-
6
"
1'-0"
ADA VAN
NOTES:
1.SITE PLAN BASED ON ENGINEERING DESIGN SURVEY: A
PORTION OF THE PARCEL DEPICTED IN PLAT BOOK 49,
PAGE 347, CITY OF WILMINGTON, NEW HANOVER COUNTY,
NORTH CAROLINA BY DAVID B. JORDAN & ASSOCIATES,
PLLC. DATED 11/22/2022.
2.UTILITY CONNECTION TO BE MADE UNDER DUKE ENERGY
STANDARDS, CONFIRM FINAL DESIGN PRIOR TO
CONSTRUCTION, DUKE ENERGY WORK ORDER TBD.
3.EXISTING UNDERGROUND UTILITIES LOCATED WITHIN AREA
OF PROPOSED TRENCH & EQUIPMENT SITE AREA. HAND
DIG AND RELOCATE AS REQUIRED.
4.EXISTING STORM DRAIN INLETS TO BE COVERED WITH
SILT BAG DURING CONSTRUCTION.
5.CONTRACTOR TO CONFIRM ADA/ACCESSIBLE STRIPING &
ASSOCIATED STALLS HAVE <2% GRADE IN ALL
DIRECTIONS.
PARKING STALL SCHEDULE
QUANTITYDESCRIPTION
PROPOSED TESLA STALLS 12
NET PARKING STALL CHANGE -2
EXISTING STALLS (TO BE MODIFIED)15
STANDARD STALLS TO REMAIN 1
PROPOSED ACCESSIBLE
PARKING STRIPING (TYP.)
(SEE NOTE 5)
PROPOSED McCUE
REBOUNDING BOLLARD
W/GRAY SLIP COVER &
DISABLED ACCESS SIGNAGE
PROPOSED PAD MOUNTED
UTILITY TRANSFORMER
(SIZED BY UTILITY)
Existing Underground
Water Line (Typ.)
Existing Bollard
(Typ.)
Existing Concrete
Curb And Gutter
(Typ.)
PROPOSED PARKING
STRIPING (TYP.)
Existing Underground
Electric Line (Typ.)
Existing Unknown
Underground Line (Typ.)
25'-0"
Setback
30'-0"
Setback
Existing Tree
(Typ.)
Existing Light
Post (Typ.)
Existing Shrubs
(Typ.)
Existing Parking
Striping (Typ.)
Existing
Asphalt
Existing Tree
(Typ.)
3
7
36
37 38
S73°44'27"W 529.25'
37
PROPOSED UNDERGROUND
ELECTRICAL CONDUCTOR ROUTED
TO PROPOSED CHARGE STALLS
PROPOSED SUPERCHARGER
CABINET (TYP.-3) AND
1600A EV2 SWITCHGEAR
MOUNTED ON CONCRETE PAD
PROPOSED TESLA
CHARGE POST
(TYP.-12)
10'-0"
(TYP.)
9'-6"5'-0"11'-0"10'-4"
1B1C1D2A2B2C2D3B3C3D
11'-8"
27
'
-
4
"
C-3
2
CONTRACTOR SHALL STUB
OUT (2) 4"Ø CONDUITS
WITH 90° ELBOWS FROM
PRIMARY WINDOW OF
TRANSFORMER PAD
2 13
1A
3A
9'-4"
3'-6"
PROPOSED RECYCLING
BIN (TYP.-1) AND
TRASH BIN (TYP.-1)
PROPOSED FENCE
(REPLACED IN SAME
LOCATION AS EXISTING)
13
'
-
9
"
PROPOSED CONCRETE
CURBE AND GUTTER
(TYP.) (±10 LF)
C-6
2
E-2
2
C-5
1-3
C-6
4
C-4
1-3
C-5
4
C-6
3
Existing Shrub
Line (Typ.)
18
'
-
0
"
(T
y
p
.
)
Existing Underground
Electrical Line (Typ.)
(SEE NOTE 3)
ENLARGED PROPOSED CURB AREA
PROPOSED OPTIONAL McCUE
REBOUNDING BOLLARD W/GRAY SLIP
COVER (TYP.-12). CONTRACTOR TO
CONFIRM WITH CONSTRUCTION MANAGER.
C-6
2
3'-0"
1'-10"
R3'
-
0
"
R1'-0"
C-3
3
E-2
1
PROPOSED OPTIONAL WHEEL STOPS
(TYP.-12). CONTRACTOR TO CONFIRM
WITH CONSTRUCTION MANAGERC-6
5
01/30/23
SUBMITTALS
APPROVED BY:
CHECKED BY:DSW
MCS
REV.DATE DESCRIPTION
SITE NAME:
WILMINGTON, NC
(TRT ID: 32814)
SITE ADDRESS:
2316 N COLLEGE RD.
WILMINGTON, NC 28405
DRAWN BY:SL
Dewberry Engineers Inc.
2835 BRANDYWINE ROAD
SUITE 100
ATLANTA, GA 30341-4015
PHONE: 678.530.002
GA LIC. NO. PEF002398 (6/30/2024)
PROJECT #:50123704
JOB #:50156996
3500 DEER CREEK ROAD
PALO ALTO, CA 94304
(650) 681-5000
A 01/26/23 ISSUED FOR 90% REVIEW
0 01/30/23 ISSUED AS FINAL
NOT FOR
CONSTRUCTION
NOTES:
1.54" MAX HEIGHT OF SUPERCHARGER HANDLE AT ACCESSIBLE
CHARGE POSTS FROM SURFACE OF VEHICULAR WAY WHEN
INSTALLED ON EXISTING CURBS.
SCALE:3/8"=1' FOR 11"x17"
3/4"=1' FOR 22"x34"
0'1'2'3'
CABLE HANDLE ACCESSIBILITY ATTACHMENT DETAIL
(N) CABLE HANDLE
ATTACHMENT OPERABLE PART
V3 TESLA SUPERCHARGER
POST
FINISHED GRADE
(N) CABLE HANDLE
ATTACHMENT OPERABLE PART
ALTERNATIVE TESLA
SUPERCHARGER POST
48
"
M
A
X
.
T
O
CE
N
T
E
R
O
F
HA
N
D
L
E
AT
T
A
C
H
M
E
N
T
48
"
M
A
X
.
T
O
CE
N
T
E
R
O
F
HA
N
D
L
E
AT
T
A
C
H
M
E
N
T
5'
-
6
1
/
4
"
TESLA
SUPERCHARGER
HANDLE
V3 TESLA
SUPERCHARGER POST
WEIGHT: 140 LBS
BOLLARD W/
SIGNPOST
FRONT VIEW
NATIVE SOIL
(N) TESLA
SUPERCHARGER
POST
PROPOSED OR
EXISTING CURB
SIDE VIEW
BOLLARD W/
SIGNPOST
SCALE:N.T.S.
V3 SUPERCHARGER POST CAST-IN-PLACE FOUNDATION DETAIL
6" MIN. COMPACTED
CLASS 2
AGGREGATE BASE
2'-7 3/4"
1'
-
6
"
0'-6"
0'-6"
1'
-
6
"
2'-10"
4'-10"
EXPANSION JOINT
2'-2 3/4"
6'
-
4
1
/
2
"
TESLA
SUPERCHARGER
HANDLE
BOLLARD W/
SIGNPOST
FRONT VIEW
NATIVE SOIL
(N) ALTERNATIVE TESLA
SUPERCHARGER POST
NATIVE SOIL
SIDE VIEW
ALTERNATIVE TESLA
SUPERCHARGER POST
WEIGHT: 200 LBS
1/2"Ø HILTI KWIK BOLT TZ2 SS
W/2-1/2" EFFECTIVE
EMBEDMENT (TYP.-4)
SCALE:N.T.S.
ALTERNATIVE SUPERCHARGER POST CAST-IN-PLACE FOUNDATION DETAIL
2'-10"
0'-6"
1'
-
6
"
1'
-
6
"
0'-6"
6" MIN. COMPACTED
CLASS 2 AGGREGATE
BASE
PROPOSED OR
EXISTING CURB
EXPANSION JOINT
1/2"Ø HILTI KWIK BOLT TZ2
SS W/2-1/2" EFFECTIVE
EMBEDMENT (TYP.-4)
#3 TIES @
8" O.C.
(4) #5 CONTINUOUS
REBAR AT T&B
@ 8" O.C.
(4) #5 CONTINUOUS
REBAR AT T&B
@ 8" O.C.
#3 @ 8" O.C.
BOLLARD
ANCHORS
(3) 1/2"Ø SS HILTI
KWIK-BOLT TZ2 WITH 2.5"
MIN EMBEDMENT AND MIN
5" FROM EDGE OF PAD
5"
(MIN.)
51
4"
51 4"
6
0
°
2'-3"
4'-10"
1'-8"
2'
-
1
0
"
OFFSET BOLLARD
W/SIGNPOSTCAR SIDE
NOTES:
1.BACKFILL FOOTING WITH EXCAVATED SOIL
COMPACTED TO SAME DENSITY AS
UNDISTURBED SOIL.
2.CONTRACTOR TO PROVIDE A MINIMUM OF
6" OF COMPACTED CRUSHED STONE FOR
CAPILLARY BREAK AND CONSTRUCTION
CONTROL UNDER ALL CONCRETE SLABS.
3.CONTRACTOR SHALL IDENTIFY POOR
DRAINING SOILS AND PROVIDE ADDITIONAL
COMPACTED, WELL GRADED
COURSE-GRAINED SOIL BACKFILL TO FROST
DEPTH. CONTRACTOR TO NOTIFY TESLA CM
AND ENGINEER.
#3 TIES @
8" O.C.
(4) #5 CONTINUOUS
REBAR AT T&B
@8" O.C.
(4) #5 CONTINUOUS
REBAR AT T&B
@ 8" O.C.
#3 @ 8" O.C.
OFFSET BOLLARD
W/SIGNPOST
Existing GradeExisting Grade
BOLLARD
ANCHORS
5"
(MIN.)
51
4"
51 4"
6
0
°
(3) 1/2"Ø SS HILTI
KWIK-BOLT TZ2 WITH 2.5"
MIN EMBEDMENT AND MIN
5" FROM EDGE OF PAD
3"3"
OPTIONAL REAR BOLLARD
(AS NEEDED)
OPTIONAL REAR BOLLARD
(AS NEEDED)
0'-2"0'-2"
1" CHAMFER
(TYP.)
1" CHAMFER
(TYP.)
PROPOSED OR
EXISTING CURB
PROPOSED OR
EXISTING CURB
HANDLE
ATTACHMENT
(TYP.)
HANDLE ATTACHMENT
(TYP.)
1'-0"
0'-7"
TOP VIEW
FRONT
2'
-
1
0
"
1'-0"
4'-10"
0'-5 1/2"
OFFSET BOLLARD
W/SIGNPOST
OPTIONAL REAR BOLLARD
(AS NEEDED)
TOP VIEW
FRONT
ALTERNATIVE POSITION
BASED ON CHARGE POST
ORIENTATION
ALTERNATIVE POSITION
BASED ON CHARGE POST
ORIENTATION
2'-4"1'-7"
01/30/23
SUBMITTALS
APPROVED BY:
CHECKED BY:DSW
MCS
REV.DATE DESCRIPTION
SITE NAME:
WILMINGTON, NC
(TRT ID: 32814)
SITE ADDRESS:
2316 N COLLEGE RD.
WILMINGTON, NC 28405
DRAWN BY:SL
Dewberry Engineers Inc.
2835 BRANDYWINE ROAD
SUITE 100
ATLANTA, GA 30341-4015
PHONE: 678.530.002
GA LIC. NO. PEF002398 (6/30/2024)
PROJECT #:50123704
JOB #:50156996
3500 DEER CREEK ROAD
PALO ALTO, CA 94304
(650) 681-5000
A 01/26/23 ISSUED FOR 90% REVIEW
0 01/30/23 ISSUED AS FINAL
NOT FOR
CONSTRUCTION
NOTES:
1.IF FREE OF ORGANIC OR OTHER
DELETERIOUS MATERIAL, EXCAVATED
MATERIAL MAY BE USED FOR BACKFILL.
2.IF NOT, PROVIDE CLEAN, COMPACTIBLE
MATERIAL. COMPACT IN 8" LIFTS. REMOVE
ANY LARGE ROCKS PRIOR TO BACKFILLING.
CONTRACTOR TO VERIFY LOCATION OF
EXISTING U/G UTILITIES PRIOR TO
DIGGING.
3.CONCRETE ENCASE CONDUIT WHEN
TRENCHING UNDER SITE ACCESS ROAD.
4.ANY PAVEMENT DAMAGE DURING
CONSTRUCTION SHALL BE REPAIRED OR
REPLACED BY THE CONTRACTOR TO PRE
CONSTRUCTION CONDITIONS OR BETTER.
5.MAINTAIN 12" SEPARATION MIN. BETWEEN
AC OR DC CONDUCTORS AND
COMMUNICATION CABLES.
6.MAINTAIN 2" SEPARATION MINIMUM
BETWEEN OUTER WALLS OF CONDUITS.
7.CONFIRM ALL DEPTHS W/UTILITY & NEC
PRIOR TO CONSTRUCTION.
1'-10"
DC BUS- UP TO (10) 3"
CONDUIT (AS NEEDED TO
FEED 'STAR-CENTER'
MASTER CABINET)DC POST-(4)
4" CONDUIT
AC-(2) 4"
CONDUITS
CONDUIT
OPENING
(6) #5 BARS
EQUALLY SPACED
(1) #5 BARS
#5 BARS AT
EACH CORNER
(2) #5 BARS
(2) #5 BARS
(4) #5 BARS
EQUALLY SPACED(1) #5 BARS
NOTES:
1.SEE CONCRETE NOTES ON SHEET GN-1.
2.DETAIL SHOWN AS TYPICAL FOR (1) V3 SUPERCHARGER
CABINET. PAD TO BE INCREASED AS NEEDED FOR
ADDITIONAL CABINETS OR ELECTRICAL EQUIPMENT.
3.CONTRACTOR TO PROVIDE A MIN OF 6" OF COMPACTED
CRUSHED STONE FOR CAPILLARY BREAK AND
CONSTRUCTION CONTROL UNDER ALL CONCRETE SLABS.
CONTRACTOR SHALL IDENTIFY POOR DRAINING SOILS AND
PROVIDE ADDITIONAL COMPACTED, WELL GRADED
COURSE-GRAINED SOIL BACKFILL TO FROST DEPTH.
CONTRACTOR TO NOTIFY TESLA CM AND ENGINEER.
CAST IN PLACE PLAN
(OPTION#1)
SCALE:3/8"=1' FOR 11"x17"
3/4"=1' FOR 22"x34"
0'1'2'3'
V3 CABINET FOUNDATION PLAN
CONDUIT
OPENING
5'-3"
0'-9"
3-
6
"
0'-4"
0'-5"
PROPOSED 8" THICK, 4000
PSI CONCRETE PAD
3/4" CHAMFER
(TYP.- ALL SIDES)
V3 METAL GUIDE
TEMPLATE
PROPOSED 6" CLEAN
COMPACTED GRAVEL
(SEE NOTE 3)
PROPOSED
GRADE
PREPARED SUBGRADE
(95% STANDARD PROCTOR)
PROPOSED 8" CONCRETE PAD
(OPTION #1:CAST IN PLACE)
(OPTION #2:PRECAST)
0'-8"
COMMUNICATION
CABLE (CAT6)
IN 1" CONDUIT
PROPOSED SUPERCHARGER
CABINET ANCHOR. SEE
NOTES ON DETAIL 1/C-6
FOR ANCHOR INFORMATION
CAST IN PLACE REBAR
PLAN (OPTION#1)
PRECAST PLAN
(OPTION#2)
5'-3 3/8"
3'
-
8
1
/
2
"
2'
-
8
1
1
/
1
6
"
9 5/8"
EASED EDGE
R 1/2" ALL
OUTSIDE EDGES (4) 5/8"Øx6" LOOP
INSERT
8"
PRECAST SECTION
(OPTION#2)
HEBA-T ANCHOR
FOR LIFTING
V3 CONCRETE
CABINET BASE
(P/N 1648207-00-A)
V3 CONCRETE
CABINET BASE
(P/N 1648207-00-A)
V3 SUPERCHARGER
CABINET (2448 LBS.)
3/4" CHAMFER
(TYP.- ALL SIDES)
2'
-
6
"
1'-9"
1"-2"
CAST IN PLACE
(OPTION#1) & PRECAST
(OPTION#2)
SCALE:N.T.S.
TESLA SUPERCHARGER CABINET DETAIL
52.76"
33
.
8
6
"
60
"
49.38"
69
.
9
4
"
89
.
5
0
"
17.81"
49.21"
54.72"9.43"
35.83"
88
.
3
2
"
37.80"
41.98"
.75"Ø (TYP.-4)
(SEE NOTE 2)
NOTES:
1.SEE NOTE #31 ON SHEET GN-2
FOR CABINET NOTES.
2.ANCHOR TO CIP CONCRETE WITH
(4) 1/2"Ø HILTI KWIK BOLT TZ2
(OR EQUIVALENT) WITH 3-1/4"
EFFECTIVE EMBEDMENT W/
OVERSIZE WASHER.
3.ANCHOR TO PRECAST SLAB WITH
(4) 5/8"Ø HEAVY HEX BOLT WITH
1/1/2" THREAD LENGTH, ASTM
320 GRADE B AND LOCK WASHER
(OR APPROVED EQUIVALENT)
TESLA SUPERCHARGER
ENCLOSURE DATA: IP67 - NEMA 4
WEIGHT: 2448 LBS.
MINIMUM CLEARANCE:
OVERHEAD: 3'-0"
SIDE: 0'-6"
FRONT: 6'-0"
REAR : 0'-6"
FRONT VIEW SIDE VIEW
TOP VIEW
SERVICE AREA
2" CLR
GRADE
SCALE:N.T.S.
CONCRETE PAD DETAIL
#5 BARS @ 12"
O.C.EACH
WAY
PROPOSED 8"
THICK CONCRETE
PAD
SEE TABLE FOR PAD SIZE
3/4"
CHAMFER
(TYP.- ALL
SIDES)
NOTE:
1.SEE CONCRETE NOTES ON SHEET GN-2.
PROPOSED
COMPACTED CLEAN
GRAVEL
PREPARED SUBGRADE
(95% STANDARD
PROCTOR)
4"
M
I
N
8"
CONCRETE PAD DIMENSIONS
PAD TYPE CONCRETE
4000 PSI
L
19'-9"
W
4'-3"
t (THICKNESS)
8"
AREA
88.875 SFEQUIPMENT
6"
SCALE:N.T.S.
TYP. BURIED CONDUIT TRENCH DETAILS
6 ML YELLOW
WARNING TAPE
NATIVE SOD
18
"
6"
UNDISTURBED
SOIL (TYP.)
CLEAN GRANULAR BACKFILL, 6"
LIFT MAXIMUM, PLATE TAMP
(1/2") 95% COMPACTION MIN.
NATIVE BACKFILL
PE
R
U
T
I
L
I
T
Y
&
N
E
C
CONCRETE SIDEWALK (MATCH
EXISTING WHERE NEEDED)
STONE BED (MATCH
EXISTING)
Existing
Grade
12"
12"2" MAX
MILL AND REPLACE WITH
BITUMINOUS PAVEMENT
SURFACE COURSE, (2") I-5
REPLACE EXISTING BASE WITH
BITUMINOUS PAVEMENT BASE
COURSE, (4") I-2
6" DENSE GRADED
AGGREGATE BASE COURSE
NOTES:
1.IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL,
EXCAVATED MATERIAL MAY BE USED FOR BACKFILL.
2.IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL. COMPACT IN
8" LIFTS. REMOVE ANY LARGE ROCKS PRIOR TO BACKFILLING.
CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G UTILITIES
PRIOR TO DIGGING.
3.CONCRETE ENCASE CONDUIT WHEN TRENCHING UNDER SITE
ACCESS ROAD.
4.ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE
REPAIRED OR REPLACED BY THE CONTRACTOR TO PRE
CONSTRUCTION CONDITIONS OR BETTER.
5.MAINTAIN 12" SEPARATION MIN. BETWEEN AC OR DC
CONDUCTORS AND COMMUNICATION CABLES.
6.MAINTAIN 2" SEPARATION MINIMUM BETWEEN OUTER WALLS OF
CONDUITS.
7.CONFIRM ALL DEPTHS W/UTILITY & NEC PRIOR TO
CONSTRUCTION.
T.B.D.
6" MIN
PER TABLE HAND TAMPED 1/2"
GRANULAR BACKFILL
4" DC POST CONDUIT
(TYP.-CLUSTER OF 16 MAX.)
24" MIN
6" MIN
MINIMUM CENTER TO
CENTER CONDUIT SPACING
SWITCHGEAR TO CABINETS
DC (BUSS)7.5" O.C.
7.5" O.C.
01/30/23
SUBMITTALS
APPROVED BY:
CHECKED BY:DSW
MCS
REV.DATE DESCRIPTION
SITE NAME:
WILMINGTON, NC
(TRT ID: 32814)
SITE ADDRESS:
2316 N COLLEGE RD.
WILMINGTON, NC 28405
DRAWN BY:SL
Dewberry Engineers Inc.
2835 BRANDYWINE ROAD
SUITE 100
ATLANTA, GA 30341-4015
PHONE: 678.530.002
GA LIC. NO. PEF002398 (6/30/2024)
PROJECT #:50123704
JOB #:50156996
3500 DEER CREEK ROAD
PALO ALTO, CA 94304
(650) 681-5000
A 01/26/23 ISSUED FOR 90% REVIEW
0 01/30/23 ISSUED AS FINAL
NOT FOR
CONSTRUCTIONNOTE:
1.THIS TEMPORARY PROTECTION FOR EXISTING
CATCH BASIN INLETS TO BE REMOVED BY
CONTRACTOR AFTER COMPLETION OF WORK.
2.DETAIL SIMILAR FOR ROUND INLET.
INSTALLATION DETAIL
1" REBAR FOR BAG
REMOVAL FROM INLET
(REBAR NOT INCLUDED)
OVERFLOW
SILTSACK
DUMP LOOPS
(REBAR NOT
INCLUDED)
EXPANSION
RESTRAINT
FOAM
EXISTING GRATE
CATCH BASIN INLET PROTECTION DETAIL
6'
-
6
"
2"
2"
9"
1'-0"
5 1/4"Ø
5 3/4"
5
1
/
2
"
5
3
/
4
"
5
3
/
4
"
3/4"
3'
-
4
"
5 1/4"Ø
4 1/4"
4"
BOLT PATTERN
FRONT OF SLAB
PROPOSED
TESLA SIGN
0.41"Ø (TYP.-2)
1'
-
3
"
(3) 5/8" DIA SS HILTI KWIK-BOLT
TZ2 WITH 4" MIN EFFECTIVE
EMBEDMENT PER ESR-1917
SCALE:N.T.S.
McCUE REBOUNDING BOLLARD & SIGN
0'-6"
6"
MANUFACTURER U LINE
H-4608B/WMODEL No
6' RUBBERDESCRIPTION
72"x6"x4"DIMS (LxWxD)
34 LBSWEIGHT
NOTES:
1.INSTALL PER MANUFACTURERS
SPECIFICATIONS & TESLA
STANDARDS.
2.CONTRACTOR TO SUBSTITUTE
PRODUCT AS NEEDED W/
TESLA CM APPROVAL.
0'-0"
SCALE:N.T.S.
RUBBER CURB STOP DETAIL
SCALE:N.T.S.
CURB & GUTTER DETAIL
NOTES:
1.SAW CUT AREA TO BE REPAIRED/REPLACED. DISPOSE OF
DEBRIS PROPERLY OFF SITE.
2.INSTALL FORMS AS NECESSARY.
3.COMPACT EXISTING SUBGRADE MATERIAL TO ACHIEVE 95%
COMPACTION.
4.CONCRETE TO BE 4000 PSI AIR ENTRAINED CONCRETE.
5.INSTALL CONTROL JOINTS EVERY 10 LINEAR FEET.
6.CONTRACTOR TO MATCH EXISTING SLOPE TO ALLOW PROPER
DRAINAGE.
MATCH EXISTING
6"
PATCH OR REPAIR
PAVEMENT AS REQUIRED
EXISTING PAVED
PARKING STALL
CLEAN COMPACTED
GRANULAR BACKFILL
MATCH EXISTING
CONDITIONS
PROPOSED 6" CLEAN
COMPACTED GRAVEL
PROPOSED
REINFORCEMENT
(TO MATCH EXISTING
CURB/GUTTER)
TOP VIEW
BOTTOM VIEW
CONCRETE SURFACES: ANCHOR
WITH (4) MANUFACTURER
PROVIDED CONCRETE ANCHORS
LANDSCAPE AREAS: ANCHOR WITH
(4) MIN. 12" LONG J-HOOK
REBAR ANCHORS
Ø0.5" ANCHOR HOLE
(TYP.)
CONCRETE SLAB
OR LANDSCAPE
FRONT VIEW
NOTE:
TRASH & RECYCLING BINS TO BE PROVIDED BY
TESLA
RECYCLE
ONLY USE BLUE BIN W/
"RECYCLE" TEXT & SYMBOLS
IN LOCATIONS INDICATED ON
SITE PLAN (IF ANY)
SCALE:N.T.S.
WASTE MANAGEMENT BIN DETAIL
11
"
3'
-
6
"
2'-4"Ø
8.73"
01/30/23
SUBMITTALS
APPROVED BY:
CHECKED BY:DSW
MCS
REV.DATE DESCRIPTION
SITE NAME:
WILMINGTON, NC
(TRT ID: 32814)
SITE ADDRESS:
2316 N COLLEGE RD.
WILMINGTON, NC 28405
DRAWN BY:SL
Dewberry Engineers Inc.
2835 BRANDYWINE ROAD
SUITE 100
ATLANTA, GA 30341-4015
PHONE: 678.530.002
GA LIC. NO. PEF002398 (6/30/2024)
PROJECT #:50123704
JOB #:50156996
3500 DEER CREEK ROAD
PALO ALTO, CA 94304
(650) 681-5000
A 01/26/23 ISSUED FOR 90% REVIEW
0 01/30/23 ISSUED AS FINAL
NOT FOR
CONSTRUCTION
* MODIFIED PER NEC 250.64 (A)(2)
** PER UL 615A AND NEC 253, LISTED HDPE CONDUIT PERMITTED. CONTRACTOR TO CONFIRM
USE W/ TESLA CM
*** INSTALL APPLICABLE WIRING CONFIGURATION CORRESPONDING WITH CHARGE POST TYPE
INSTALLED
1
SCALE:N.T.S.
SYSTEM ONE-LINE DIAGRAM
UTILITY TRANSFORMER
480/277V, 3Ø
W/INTERNAL CTs
(INSTALLED BY OTHERS)
2000A MAIN
BREAKER
(SET FOR 1600A)
80% RATED
NE
U
T
GR
N
D
MAIN BREAKER
600A,
3P
AC BUS
SUPERCHARGER
CABINET #1
INTERGRAL FUSING
ON INPUT SIDE
AC/DC
CONVERTER
SUPERCHARGER
CABINET #2
'STAR CENTER'
600A,
3P
INTEGRAL DISCONNECT FOR
EACH CHARGING PORT FOR
SERVICING OF EQUIPMENT
PROPOSED VEHICLE
CHARGING POSTS
(TYP.-4 PER
SUPERCHARGER)
1A 1B 1C 1D 2A 2B 2C 2D
GFI
600A,
3P
SUPERCHARGER
CABINET #3
3A 3B 3C
SITE MASTER
CONTROLLER
MANUFACTURER-PROVIDED
MAIN BONDING JUMPER PER
NEC 250.24(A)(4), 250.28(C),
250.8(A)(7)
#4 AWG BARE Cu GROUNDING
ELECTRODE CONDUCTOR PER
NEC 250.66(B)
CONCRETE ENCASED ELECTRODE
PER NEC 250.52(A)(3) OR (2)
#3/0 Cu
PER NEC
250.66
WIRING
PRE-INSTALLED
BY
MANUFACTURER
1600A SWITCHBOARD
480/277V, 3Ø, 4W,
65kAIC
333
4 4
2
5
M
UTILITY
APPROVED
METER
ENCLOSURE
#6 AWG BARE Cu GROUNDING
ELECTRODE CONDUCTOR PER
NEC 250.66(A)
GROUNDING ELECTRODE
5/8"x8'-0" COPPER GLAD
GROUND ROD INSTALLATION PER
NEC 250.52(A)(5), 250.53(A) &
250.68
6'-0"
MIN.
SYSTEM GROUNDING RESISTANCE SHALL BE
LESS THAN 25Ω PER NEC. ADD ADDITIONAL
GROUND RODS AS NEEDED TO SYSTEM
UNTIL RESISTANCE IS MET. COORDINATE
WITH VENDOR FOR REQUIRED SYSTEM
GROUNDING RESISTANCE BEYOND 25Ω
SERVICE ELECTRICAL CIRCUIT SCHEDULE
FROM TO CONFIGURATION
TRANSFORMER1
2
NO:
[5 SETS]
(3) 600MCM AL (THWN-2) &
(1) 600MCM AL (THWN-2) NEUT IN
4" PVC CONDUIT
PROPOSED TESLA
SUPERCHARGER
(TYP.-3)
3A
[2 SETS]
(3) 500MCM AL (THWN-2)
(1) 500MCM AL (THWN-2) NEUT
(1) #1 AWG CU EGC OR 2/0 AL
EGC* IN 4" PVC/HDPE CONDUIT**
4
PROPOSED TESLA
SUPERCHARGER
PROPOSED TESLA
POST (TYP.-12)
DC BUS BETWEEN
PROPOSED
SUPERCHARGERS
DC BUS BETWEEN
PROPOSED
SUPERCHARGERS
SITE CONTROLLER
SHIELDED 600v CAT6+ IN 1" PVC
CONDUIT (1 PER SUPERCHARGER)
(SEE SCHEDULE #2)
SUPERCHARGER
(TYP.-3)5
PROPOSED 1600A
SWITCHGEAR INCOMING
[2 SETS]
(2) 600MCM AL (XHHW-2)
(1) 1/0 CU GROUND &
(1) 3/0 AWG AL DC MID 1000V RATED
IN 3" PVC/HDPE CONDUIT
PROPOSED SERVICE
BREAKER (600A)
(TYP.-3)
3B PROPOSED TESLA
SUPERCHARGER
PROPOSED TESLA
POST (TYP.-12)
ALT POST: [1 SET PER POST:]
(4) 600KCMIL AL (XHHW-2) (1000V
RATED) (1) 2/0 AWG CU EGC &
(2) #6 CU (1000V RATED) & SHIELDED
COMM CABLE (1000V RATED) (PER
TESLA) IN 4" PVC/HDPE CONDUIT**
V3 POST: [1 SET PER POST:]
(4) 350MCM AL (XHHW-2) (1000V
RATED) (1) #1 AWG CU EGC OR 2/0
AL EGC & SHIELDED CAT6+ COMM
CABLE (1000V RATED) (PER TESLA)
IN 4" PVC/HDPE CONDUIT**
NOTES:
1.CONDUCTOR LENGTHS ARE ESTIMATES ONLY. FINAL CONDUCTOR
ROUTING PATH AND LENGTHS SHALL BE DETERMINED BY THE
CONTRACTOR IN THE FILED BASED ON PHYSICAL MEASUREMENTS.
CONTRACTOR TO ORDER CONDUCTORS BASED ON FIELD
MEASUREMENTS (MUST BE APPROVED BY TESLA INSTALLATION
MANAGER).
2.ALL ELECTRICAL WORK AND RELATED ACTIVITIES PREFORMED
ON-SITE SHALL BE DONE IN ACCORDANCE WITH NATIONAL
ELECTRIC CODE (NEC) AND UTILITY COMPANY STANDARDS.
3.NEUTRAL MUST BE INCLUDED FOR PROPER OPERATION OF TESLA
SUPERCHARGERS.
4.ALL CONDUCTORS TO RECEIVE ANTI-OXIDATIVE COATING DURING
INSTALLATION.
5.ALL EQUIPMENT SHALL BE HOUSED IN LOCKABLE, NEMA 3R
ENCLOSURE.
6.USE OF DURALINE FOR SUPERCHARGER TO CHARGE POST DC
CONDUITS IS AN APPROVED ASSEMBLY
7.DC RUN LENGTH MAXIMUM IS 340' INCLUDING BURIED DEPTH.
ANY DC RUN LENGTHS OVER THE MAXIMUM SHALL BE
IMMEDIATELY BROUGHT TO THE ATTENTION OF TESLA.
8.UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BE
COORDINATED WITH THE APPROPRIATE UTILITY ENGINEER AT TIME
OF PRE CONSTRUCTION MEETING TO ENSURE ACCURACY OF
INSTALLATION.
9.UTILITY CONDUITS, CONNECTORS, TRANSFORMER PAD &
TRANSFORMER FOUNDATION TO BE INSTALLED PER UTILITY
SPECIFICATION. CONFIRM LATEST SPECIFICATIONS PRIOR TO
CONSTRUCTION.
10.EXISTING UNDERGROUND UTILITIES LOCATED WITHIN AREA OF
PROPOSED TRENCH & EQUIPMENT SITE AREA. HAND DIG AND
RELOCATE AS REQUIRED.
11.CONTRACTOR RESPONSIBLE FOR ALL TRAFFIC SAFETY MEASURES
THROUGHOUT DURATION OF CONSTRUCTION. COORDINATE ANY
ACCESS ROAD CLOSURES W/OWNER.
12.CONTRACTOR TO GROUND SYSTEM TO CONCRETE-ENCASED
GROUNDING ELECTRODE PER NEC 250.50. GROUNDING
RESISTANCE SHALL BE LESS THAN 25Ω PER NEC. CONTRACTOR
TO ADD GROUND RODS TO SYSTEM UNTIL PROPER RESISTANCE
IS MET.
13.THE DC BUS SHALL BE CONFIGURED IN A RADIAL FASHION
WHERE ALL CONDUCTORS ROUTE FROM EACH 'TYPICAL'
SUPERCHARGER CABINET, TO THE ONE, 'STAR-CENTER'
SUPERCHARGER CABINET.
14.USE OF DURALINE FOR SUPERCHARGER TO CHARGE POST DC
CONDUITS IS AN APPROVED ASSEMBLY. (SEE TUV CERTIFICATION
ON SHEET E-2).
3D
UTILITY
PRIMARY TRENCHING
SCOPE OF WORK
X
CATEGORY
DUKE ENERGY
ITEMS
INSTALL PRIMARY CONDUIT
INSTALL PULL ROPE
INSTALL PRIMARY FEEDERS
PROVIDE ROAD CUTS/ROAD BORES
PAVEMENT REPLACEMENT
PROVIDE PRIMARY FEEDERSPRIMARY
TESLA UTILITY
X
X
X
X
X
X
INSTALL TRANSFORMER PAD
PROVIDE TRANSFORMER
INSTALL TRANSFORMER
INSTALL CONNECTIONS-PRIMARY
INSTALL CONNECTIONS-SECD
TRANSFORMER
PROVIDE METER
INSTALL METER
LAND SECONDARY FEEDERS
SWITCHBOARD
SECONDARY TRENCHING
INSTALL SECONDARY CONDUIT
INSTALL PULL ROPE
INSTALL SECONDARY FEEDERS
PROVIDE ROAD CUTS/ROAD BORES
PAVEMENT REPLACEMENT
PROVIDE SECONDARY FEEDERSSECONDARY
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
INTEGRATED
277 VAC.
SUB-PANEL
15A,
2P
15A,
2P
NOTES:
1.SEE SHEET E-3 FOR WIRE CONFIGURATION.
* AC CONDUCTORS: 25 FT IS ADDED TO THE HORIZONTAL RUN LENGTH
TO ACCOUNT FOR BURIED DEPTH & TRANSITIONS.
**ESTIMATED LENGTH OF Al WIRE = SUM OF
ESTIMATED LENGTH X 4 WIRES PER SET
***LENGTH OF AL WIRE PER DISCONNECT =ESTIMATED TOTAL LENGTH OF
AL WIRE X # WIRE SETS
SECONDARY SERVICE LENGTHS
LINEAR LENGTH ESTIMATED LENGTH*
TRANSFORMER TO SWITCHGEAR 7'32'
TOTAL LENGTH OF AC AL WIRE**:128'
NUMBER OF WIRE SETS:2
TOTAL LENGTH OF AL WIRE***:256'
DC CHARGING POST LENGTHS
SUPERCHARGER CHARGE POST LINEAR LENGTH ESTIMATED DC
WIRE LENGTH*
1
1A 26'48'
1B 63'85'
1C 77'99'
1D 87'109'
2
2A 92'114'
2B 102'124'
2C 112'134'
2D 122'144'
3
3A 127'149'
3B 137'159'
3C 147'169'
3D 157'179'
CONDUIT LENGTH:1513'
TOTAL CONDUCTOR LENGTH**:6052'
TOTAL LENGTH OF EGC & COMM CABLE:1513'
AC SUPERCHARGER LENGTHS
SUPERCHARGER LINEAR LENGTH BREAKER
PANEL TO SUPERCHARGER ESTIMATED LENGTH*
1 5'30'
LENGTH OF AC AL WIRE PER CONDUIT**:120'
TOTAL NUMBER OF CONDUITS:2
LENGTH OF AC AL WIRE ***:240'
2 10'35'
LENGTH OF AC AL WIRE PER CONDUIT**:140'
TOTAL NUMBER OF CONDUITS:2
LENGTH OF AC AL WIRE***:280'
3 14'39'
LENGTH OF AC AL WIRE PER CONDUIT**:156'
TOTAL NUMBER OF CONDUITS:2
LENGTH OF AC AL WIRE***:312'
TOTAL LENGTH OF AC AL WIRE****:832'
TOTAL LENGTH OF EGC*****:208'
NOTES:
1. SEE SHEET E-1 FOR WIRE CONFIGURATION.
* AC CONDUCTORS: 25 FT IS ADDED TO THE HORIZONTAL RUN LENGTH TO
ACCOUNT FOR BURIED DEPTH & TRANSITIONS.
** ESTIMATED LENGTH OF Al WIRE = SUM OF ESTIMATED LENGTH X 4 WIRES
PER SUPERCHARGER
*** LENGTH = LENGTH OF AC AL WIRE PER CONDUIT X
# OF CONDUITS
**** TOTAL LENGTH = SUM OF AC LENGTHS
***** TOTAL LENGTH OF EGC = LENGTH X # SETS
NOTES:
1.SEE SHEET E-1 FOR WIRE CONFIGURATION.
2.ANY DC RUN OVER 340' SHALL BE BROUGHT TO THE ATTENTION OF TESLA
CM.
*22 FT IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FOR
BURIED DEPTH & TRANSITIONS.
** ESTIMATED LENGTH OF DC AL WIRE = SUM OF ESTIMATED LENGTH X 4 WIRES
PER SUPERCHARGER
UTILITY FAULT CURRENT
TRANSFORMER: 1000 KVA
SECONDARY VOLTAGE: 277/480V
SECONDARY FAULT CURRENT: XXXX AIC
*FINAL FAULT CURRENT INFORMATION PROVIDED
BY DUKE ENERGY.
BREAKER TRIP SETTINGS
1600A MAIN BREAKER:
(SQUARE-D CAT. #PJP1600 W/MICROLOGIC 6.0)
- LTPU (lr)= 1
- LT BAND (tr) = 16
- STPU (lsd) = 6
- ST BAND (tsd) = 0.1 (OFF)
- INST (li) = 15
- GROUND FAULT (lg) = D
- tg = 0.3 (OFF)
600A SUPERCHARGER BREAKER:
(SQUARE-D CAT. #MJP366OOYP)
- TRIP = FIXED (600A)
- INST. = 5
BREAKER TRIP SETTINGS
2000A MAIN BREAKER (SET FOR 1600A):
(ABB CAT No.: Z2SFUKBFZ0LA000000XX)
- Ir (LTPU) = 0.8
- Tr (LT BAND) = 8
- Isd (STPU) = 8
- tsd (ST BAND) = 0.2
- li (INST) = 12
- lg (GROUND PICK UP) = 0.4
- tg (GROUND BAND) = 0.4
600A SUPERCHARGER BREAKER:
(ABB CAT No.: XT5HU360BBFN00HXXX)
- INST. = MED
01/30/23
SUBMITTALS
APPROVED BY:
CHECKED BY:DSW
MCS
REV.DATE DESCRIPTION
SITE NAME:
WILMINGTON, NC
(TRT ID: 32814)
SITE ADDRESS:
2316 N COLLEGE RD.
WILMINGTON, NC 28405
DRAWN BY:SL
Dewberry Engineers Inc.
2835 BRANDYWINE ROAD
SUITE 100
ATLANTA, GA 30341-4015
PHONE: 678.530.002
GA LIC. NO. PEF002398 (6/30/2024)
PROJECT #:50123704
JOB #:50156996
3500 DEER CREEK ROAD
PALO ALTO, CA 94304
(650) 681-5000
A 01/26/23 ISSUED FOR 90% REVIEW
0 01/30/23 ISSUED AS FINAL
NOT FOR
CONSTRUCTION
SERVICE SWITCHBOARD SS-TESLA
1600A, 3Ø, 4W, 480Y/277V
FRONT ACCESSIBLE - NEMA -3R
[65KA SHORT CIRCUIT RATING]
LIFTING HOOKS
(REMOVED AFTER
GEAR PLACEMENT)
ROOF
SCALE:N.T.S.
1600A EV-2 MCB SWITCHBOARD
FRONT VIEW
(EXTERIOR DOORS SHOWN)
LEFT-SIDE VIEW
(END SECTION)
PLAN VIEW
(DOOR OPEN)
3'-11"
3'
-
4
"
7"2'-9"4"
1'
-
1
0
"
10
"
10"
INCOMING
AREA
OUTGOING
AREA
ANTENNA
3'-4"3'-11"
6'
-
6
"
PROPOSED #4 REBAR
(TYP.)
SEE NOTE 6
(TYP. 4
PLACES)
TOP VIEW
SIDE VIEW
FINISHED
GRADE
28
"
10
4
"
6"
98"
14"38"32"14"
8"
(TYP.)
8"
(TYP.)
PRIMARY
CONDUITS
WINDOW
SECONDARY
CONDUITS
WINDOW
ALL SERVICE
CONDUITS TO
BE WITHIN
THE 32" WIDE
WINDOW
6"
PROPOSED #4 REBAR
(TYP.)
3"
4"
6"
40
"
UTILITY NOTES:
1.MAINTAIN 2 IN. OF CLEAR CONCRETE BETWEEN REBAR AND ALL OUTER
SURFACES.
2.REINFORCE WITH No 4 REBARS WITH 8"x8" GRID, 3-1/2 IN. BELOW TOP OF
PAD EXCEPT AS SHOWN ABOVE.
3.CONCRETE SHALL HAVE A MINIMUM ULTIMATE 28 DAY COMPRESSIVE
STRENGTH OF NOT LESS THAN 3,000 PSI, PAD SHALL BE CURED NOT LESS
THAN 72 HOURS.
4.MAXIMUM WEIGHT OF PAD IS 4,370 POUNDS.
5.MOUNTING SURFACE SHALL BE LEVEL, SMOOTH AND UNIFORM WITH MINIMAL
IRREGULARITIES.
6.PRECAST PAD SUPPLIERS ARE REQUIRED TO PROVIDE THE PAD WITH
RECESSED "A/V" ANCHORS, TO BE USED FOR LIFTING THE PAD.
NOTES:
1.PRECAST OR POURED IN PLACE CONCRETE PAD FOR 3 PHASE
PAD-MOUNTED TRANSFORMER, 12 KV THRU 25 KV PRIMARY VOLTAGE, 500
KVA TO 2500 KVA RADIAL STEP-UP/DOWN, 500-3750 KVA LOOP FEED.
2.SPECIFICATION BASED ON DUKE ENERGY THREE-PHASE PAD-MOUNTED
TRANSFORMER CONCRETE FOUNDATION SPECIFICATIONS, DATED JUNE 2020.
CONTRACTOR TO CONFIRM FINAL SPECIFICATION WITH UTILITY PRIOR TO
CONSTRUCTION.
SCALE:3/8"=1' FOR 11"x17"
3/4"=1' FOR 22"x34"
0'1'2'3'
TRANSFORMER PAD
NOTES:
1.SPECIFICATION BASED ON DUKE ENERGY LARGE FLAT PAD FOR
THREE-PHASE PAD MOUNTED TRANSFORMERS, DATED JUNE 2020.
2.CONTRACTOR TO VERIFY APPROVED VENDORS W/ UTILITY IF ORDERING
PRECAST FOUNDATION.
3.CONTRACTOR TO CONFIRM LATEST SPECIFICATIONS W/ UTILITY PRIOR TO
CONSTRUCTION OR ORDERING.
01/30/23
SUBMITTALS
APPROVED BY:
CHECKED BY:DSW
MCS
REV.DATE DESCRIPTION
SITE NAME:
WILMINGTON, NC
(TRT ID: 32814)
SITE ADDRESS:
2316 N COLLEGE RD.
WILMINGTON, NC 28405
DRAWN BY:SL
Dewberry Engineers Inc.
2835 BRANDYWINE ROAD
SUITE 100
ATLANTA, GA 30341-4015
PHONE: 678.530.002
GA LIC. NO. PEF002398 (6/30/2024)
PROJECT #:50123704
JOB #:50156996
3500 DEER CREEK ROAD
PALO ALTO, CA 94304
(650) 681-5000
A 01/26/23 ISSUED FOR 90% REVIEW
0 01/30/23 ISSUED AS FINAL
NOT FOR
CONSTRUCTION
CADWELD CONNECTIONS
(OR APPROVED EQUAL)
BURNDY CONNECTIONS
(OR APPROVED EQUAL)
PARALLEL HORIZONTAL
CONDUCTORS
PARALLEL THROUGH
CONNECTION OF HORIZONTAL
TYPE PT
THROUGH CABLE TO
GROUND ROD
THROUGH CABLE TO TOP
OF GROUND ROD TYPE GT
HORIZONTAL SPLICE
SPLICE OF HORIZONTAL
CABLES
HORIZONTAL STEEL SURFACE
TO FLAT STEEL SURFACE OR
HORIZONTAL PIPE TYPE HS
VERTICAL STEEL SURFACE
CABLE DOWN AT 45° TO
VERTICAL STEEL SURFACE
INCLUDING PIPE TYPE VS
VERTICAL PIPE
CABLE DOWN AT 45° TO
RANGE OF VERTICAL
PIPES TYPE VS
"C" CONNECTOR
HYPRESS TYPE YGHC
BOND JUMPER
FIELD FABRICATED GREEN
STRANDED INSULATED TYPE
2-YA-2
COPPER LUGS
TWO HOLE - LONG
BARREL LENGTH TYPE
YA-2
SCALE:N.T.S.
GROUND CONNECTION DETAILS
GRADE
CONCRETE ENCASED ELECTRODE DETAIL
NOTE:
1.REBAR BONDED TOGETHER WITH STEEL TIE WIRES.
PROPOSED
CONCRETE PAD
#4 AWG COPPER EQUIPMENT
GROUNDING CONDUCTORNON-METALLIC
PROTECTIVE SLEEVE
LISTED CONNECTION
SCALE: N.T.S.
SEE NOTE 1
GRND
NE
U
T
PANELBOARD
GROUNDING SCHEMATIC
#3/0 Cu PER
NEC 250.66
MANUFACTURER-PROVIDED MAIN
BONDING JUMPER PER NEC
250.24(A)(4), 250.28(C),
250.8(A)(7)
#4 AWG BARE Cu GROUNDING
ELECTRODE CONDUCTOR PER
NEC 250.66(B)
CONCRETE ENCASED
ELECTRODE PER NEC
250.52(A)(3) OR (2)
#6 AWG BARE Cu GROUNDING
ELECTRODE CONDUCTOR PER
NEC 250.66(A)
GROUNDING ELECTRODE 5/8"x8'-0"
WITH 12" MIN. DEPTH COPPER GLAD
GROUND ROD INSTALLATION PER
NEC 250.52(A)(5), 250.53(A) &
250.68
PROPOSED 4"
UNDERGROUND
CONDUIT (TYP.)
#1 AWG CU EGC OR
2/0 AL EGC (PER
NEC 250.64(A)(2))
SEE ITEM NUMBER 3
ON SERVICE ELECTRICAL
CIRCUIT SCHEDULE FOR
ALLOWABLE GROUNDING
CONDUCTOR
TESLA CHARGING POST
(TYP.)
VEHICLE CONNECTOR
(TYP.)
SEE ITEM NUMBER 3 ON
SERVICE ELECTRICAL CIRCUIT
SCHEDULE FOR ALLOWABLE
GROUNDING CONDUCTOR
TESLA
SUPERCHARGER
(TYP.)
PROPOSED 4"
UNDERGROUND
CONDUIT (TYP.)
FACTORY
INSTALLED
GROUND BAR
(TYP.)
CHARGE POST A: SEE ITEM NUMBER
3 ON SERVICE ELECTRICAL CIRCUIT
SCHEDULE FOR ALLOWABLE
GROUNDING CONDUCTOR
#1 AWG CU EGC OR 2/0 AL
EGC (PER NEC 250.64(A)(2))
CONTRACTOR SUPPLIED GROUNDING
LUG SIZED PER APPLICABLE
GROUNDING CONDUCTOR (TYP.)
CHASSIS MOUNT
GROUND BAR
(TYP.)
SCALE: N.T.S.
CHARGE POST C: SEE ITEM NUMBER 3
ON SERVICE ELECTRICAL CIRCUIT
SCHEDULE FOR ALLOWABLE
GROUNDING CONDUCTOR
CHARGE POST D: SEE ITEM NUMBER
3 ON SERVICE ELECTRICAL CIRCUIT
SCHEDULE FOR ALLOWABLE
GROUNDING CONDUCTOR
CHARGE POST B: SEE ITEM NUMBER
3 ON SERVICE ELECTRICAL CIRCUIT
SCHEDULE FOR ALLOWABLE
GROUNDING CONDUCTOR
(1) #2/0 CU GROUNDING
CONDUCTOR (TYP.)
PROPOSED 3"
UNDERGROUND CONDUIT
(DC BUS) (TYP.)
#2/0 COPPER DC BUS
GROUNDING CONDUCTOR
(TYP.-EACH SUPERCHARGER)
6'-0"
MIN.
SYSTEM GROUNDING RESISTANCE SHALL
BE LESS THAN 25Ω PER NEC. ADD
ADDITIONAL GROUND RODS AS NEEDED
TO SYSTEM UNTIL RESISTANCE IS MET.
COORDINATE WITH VENDOR FOR
REQUIRED SYSTEM GROUNDING
RESISTANCE BEYOND 25Ω
01/30/23