r e joseph · standard plan j-10.10-03 foundation detail conduit layout and cabinet orientation...
TRANSCRIPT
SHEET 1 OF 6 SHEETS
APPROVED FOR PUBLICATION
Washington State Department of Transportation
STATE DESIGN ENGINEER
STANDARD PLAN J-10.10-03
FOUNDATION DETAILCONDUIT LAYOUT ANDCABINET ORIENTATION
NOTES
1.
TYPE 334*
*
5.
6.
7.
8.
9.
10.
11.
12.
13.
*
26" 14"
4"
1
2
3
4
5
PLAN VIEWSCABINET FOOTPRINT AND CONDUIT PLACEMENT LOCATIONS
CONSTRUCTION NOTES
6
7
14.
15.
16.
17.
18.
19.
CONTROLLER CABINET
NEMA P44
CONTROLLER CABINET
TYPE 333SD
SERVICE CABINETTYPE E
SERVICE CABINETTYPE D
CONTROLLER CABINETTYPE 332D
POWER SUPPLY CABINETTYPE 332 UNINTERRUPTABLE
CONTROLLER CABINETTYPE 332
TRANSFORMERUP TO 3 KVATRANSFORMER
3.1 TO 12.5 KVA
TRANSFORMER12.6 TO 35.0 KVA
30"
8 1/2"
(TY
P.)
48 1/2"
13"
(TYP.)
6" (TYP.)
PANEL
POLICE
LOCATION
CONDUIT
FEEDER
SERVICE
8"
8"
2" (T
YP.)
BACK
CONDUIT LOCATION
SERVICE FEEDER 8"
2" (T
YP.)
19"
11"
2" MIN.
(TYP.)
24"
52"
24"
FRONT
BACK
8"
19"
FRONT
24"
28"
SWITCH
TRANSFER
GENERATOR
UTILITY
SIDE
SIGNAL
FRONT
SIDE
ITS
BACK
44"
14"
(TYP.)
6" (TYP.)
PANEL
POLICE26"
14"
BACKSWITCH
TRANSFER
GENERATOR
UTILITY
FRONT
SWITCH
TRANSFER
GENERATOR
UTILITY
(TYP.)
4 1/2"7 1/4"
30"
7"
6"
24"
BACK
12"
FRONT
SWITCH
TRANSFER
GENERATOR
UTILITY
30"
7 1/4"
4 1/2"
(TYP.)
7"
6"
24"
BACK
12"
FRONT
PANEL
POLICE
(TYP.)
4 1/2"
7 1/4"
30"
7"
FRONT
12"
BACK PANEL
POLICE
24"
6"
SWITCH
TRANSFER
GENERATOR
UTILITY4" (TYP.)
BACK
44"
30"
FRONT
POLICE PANEL
DEAD FRONT
FRONT
DEAD FRONT
4"
1"
1"
2" (TYP.)
7"
DEAD FRONT
2" (TYP.)
4"
1"
FRONT
1"
7"
1"
7"
4"
1"
FRONT
1
2
11"
(TY
P.)
2"
SWITCH
TRANSFER
GENERATOR
UTILITY
TRANSFORMER
POWER SUPPLY
UNINTERRUPTABLE
TYPE 332
TYPE 332D
NEMA P44
TYPE 333SD
TYPE 334 24" × 30"
44" × 26"
44" × 26"
48.5" × 30"
24" × 30" 12"
24"
15"
48"
12"
2
1
15"
12"
8"
32" × 30"
24" × 20"
18" × 12"
12.6 TO 35.0 KVA
3.1 TO 12.5 KVA
UP TO 3 KVA
332 CABINET 24" × 30" 12"
DIAMETER (IN)
CONDUIT
CAPACITY
CABINET BASE
CONTROLLER OR
(IN)
W × D
SIZE
(IN)
W × D
SIZE
(IN)
W × D
SIZE
12" (IN) OF CONDUIT IN EACH LOCATION SHOWN
24" (IN) OF CONDUIT IN EACH LOCATION SHOWN
(SEE NOTE 12)
PERSONNEL ~ PROVIDE A 15’ (FT) PIGTAIL
TO BE INSTALLED BY REGION MAINTAINANCE
VOLTAGE CONDUIT AREA)
AREA (OR TRANSFORMER HIGH-
CONDUIT PLACEMENT LOCATION
PLACEMENT LOCATION
LOW-VOLTAGE CONDUIT
2.
3.
4.
8
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shall be deleted.
is greater than 8’ (ft), this conduit and conductor
When distance detailed in Typical Foundation Plan
TABLE
cabinet for field installation by Region maintenance personnel.
installed on either side of the cabinet. The Utility Transfer Switch unit shall be shipped inside the
For Type 333SD Controller Cabinet, the cabinet vendor shall allow the Utility Transfer Switch to be
Use (1) #4 hoop for a 3 1/2" (in) cabinet footing and (2) #4 hoops for a 9" (in) cabinet footing.
The Police Panel location is set by industry standards on all Controller Cabinets.
Standard Plan J-10.20
Service Cabinet with Controller Cabinet.
Construction and Conduit Routing for Type B Modified
for additional Foundation See
prior to placing.
Verify pad size and location with Project Engineer
Tie-Down Unit when required.
Field bend #4 rebar around the Generator Anti-Theft
J-10.22 Standard Plans J-10.21
details for Type D and Type E Service Cabinets.
for additional and See
Contractor shall install each cabinet type in the locations and orientations shown in these details.
verify the plans and substitute those cabinets in place of the cabinets shown in these details. The
The cabinets shown in these details are shown for illustrative purposes only. The Contractor shall
conductors shall extend into the utility chase.
conduit shall extend 3" (in) max. above the coupling. The conduit containing unfused utility
above the coupling. The grounded end bushing on GRS conduit and the end bell bushing on PVC
The Contractor shall install the conduits in the locations shown. Conduits shall extend 2" (in) min.
omitted if no transformer or service cabinet is to be installed.
The ground rods, drain tiles, associated conduits, and #4 rebar (90° with 30" (in) legs), may be
All reinforcing steel shall be embedded 2" (in) below surface of concrete.
Place a 1/2" (in) bead of silicone between cabinets and foundation.
Standard Plan J-60.05 for details.or transformer cabinet. See
Two ground rods are required for foundations with a service cabinet
Standard Specification 8-20.3(4).Concrete shall be class 3000. See
in foundation.
Verify dead front locations from manufacturer prior to placing conduit
risers for cabinets. Omit chamfers where foundation abuts sidewalk.
the top flush with the sidewalk surface and grade, not including concrete
Foundations installed in, or adjacent to, sidewalks shall be constructed with
for safety reasons. Coordinate with Maintenance and Project Engineer.
If the slope is 3H : 1V or steeper, special considerations may be necessary
20.
longitudinally and transversely may be used.
As an alternate, #3 rebar spaced at 1’ - 0" O.C.
Plan J-60.05
Standard
.
from foundation edge as detailed on
minimum clearance between ground rods and 6" (in)
achieve full ground penetration. Maintain a 6’ (ft)
rod(s) and drain tiles with cover(s) as required to
Drive ground rods before placing concrete. Move
bell bushings.
penetrating cabinet shall be terminated with end
to the cabinet grounding bus. All PVC conduits
terminated with grounding end bushing and bonded
GRS conduits penetrating all cabinets shall be
bell bushing shall not be glued to the coupling.
conduits are specified, the conduit stub and end
coupling tops flush with top of concrete. If PVC
Install conduit couplings on all conduits. Place
be 3/8" (in) diam. polyethylene or copper tubing.
within cabinet footprint toward sump. Drainpipe shall
4" (in) diam. × 1/2" (in) deep sump. Slope foundation
on 3 1/2" (in) or 9" (in) cabinet footing.
raised section. All other cabinets shall be installed
The Type D Service shall not be installed on a
Cabinet power supply conduit.
Conduits for service grounding electrodes.
9-06.5(1)
Standard Specification
be Type 304 stainless steel. Bolts shall extend 1 1/2" (in) min. to 2" (in) max. above the concrete pad.
ASTM F593), washers (conforming to ASTM A240), and nuts (conforming to ASTM F594), shall
shall be 1/2" (in) diameter x 9" (in), or 5/8" (in) diameter x 8" (in). All threaded rod (conforming to
bolts per cabinet manufacturer. Stainless steel epoxy anchors may be used as an alternative, and
and hot-dip galvanized after fabrication in accordance with AASHTO M 232. Locate anchor
anchor bolts (see Detail on Sheet 4 of 6), washers, and nuts conforming to
The cabinets shall be attached to the foundation with 4 each: 1/2" (in) × 10" (in) × 2" (in) × 4" (in)
conduit and rebar accordingly.
other cabinets shall have a 3 1/2" (in) riser. See Contract for alternative height. Adjust length of
shall have no riser. NEMA P44, Type 333SD, and Type B Modified shall have a 9’ (in) riser. All
Height of cabinet riser shall be adjusted to serve environmental needs. Type D Service cabinet
STAT
EOFWASHINGTON
REGISTERED
PROFESSIONAL ENGI
NEER
39820
YELI
AB
HPESOJ ERODOE
HT
SHEET 2 OF 6 SHEETS
APPROVED FOR PUBLICATION
Washington State Department of Transportation
STATE DESIGN ENGINEER
STANDARD PLAN J-10.10-03
FOUNDATION DETAILCONDUIT LAYOUT ANDCABINET ORIENTATION
PLAN VIEWPLAN VIEW
A B
ELEVATION VIEW
TWO-CABINET FOUNDATION
SECTION SECTION
ELEVATION VIEW
THREE-CABINET FOUNDATION
1
A B
7
UTILITY
TO
6" MIN.
(TYP.)
24" CABINET
BASE1"
BASE
CABINET 24"
1"
20"
23"
24"
1"
CA
BIN
ET
BA
SE
POLICE PANEL
1"
24"
FRONT
SIDE
SIGNAL
BACK
4
SIDE
ITSBACK
FRONT
(TY
P.)
6"
MIN.
MATERIAL
OR HMA
CONCRETE
DRAIN (TYP.)
SLOPE TO
SERVICE CABINET
TYPE D
5
CONTROLLER CABINET
TYPE 332D
3 1/2"
OR 9"
MA
X.
1" - 2" GROUND LINE
(TYP.)1
(TYPE D SERVICE AND TYPE 332D CONTROLLER CABINET SHOWN)
1
UTILITY
TO
1
6
DRAIN (TYP.)
SLOPE TOMATERIAL
OR HMA
CONCRETE
7TIE DOWN UNIT
ANTI-THEFT
GENERATOR
6
7
6 1
TYPE 332 CONTROLLER CABINET SHOWN)
(TYPE E SERVICE, 7.5 KVA TRANSFORMER AND
SERVICE CABINET
TYPE ETRANSFORMER
7.5 KVA
CABINET
CONTROLLER
TYPE 332
3 1/2"
OR 9"
GROUND LINE
MA
X.
1" - 2"
(TYP.)1
6"
MIN.
(TY
P.)
6" MIN.
(TYP.)
24"
1"BASE
CABINET 6" CABINET
BASE
6" CABINET
BASE1"
24"
20"
23"
24"
CA
BIN
ET
BA
SE
1"
POLICE PANEL
1"
24"
FRONT
4
BACK
4
BACK
BACK
4
FRONT
FRONT
SWITCH
TRANSFER
GENERATOR
UTILITY
SWITCH
TRANSFER
GENERATOR
UTILITY
11
4
23TYP.
TYP. 3 2TYP. TYP.
JOINT FILLER
PREMOLDED
3/8" (IN)
3/4" (IN) CHAMFER (TYP.)
(2 PLACES)
30" (IN) LEGS
#4 REBAR ~ 90° WITH
JOINT FILLER
PREMOLDED
3/8" (IN)
3/4" (IN) CHAMFER (TYP.)
30" (IN) LEGS (2 PLACES)
#4 REBAR ~ 90° WITH
DRAINAGE WELL
18" (IN) × 18" (IN) × 18" (IN)
CABINET
OUTSIDE OF
MOUNTED ON
METER TO BE
UTILITY REQUIRES
LOCATION WHEN
PREFERED
BASE (TYP.) ~
SERVICE METER
(SE
E N
OT
E 1
3)
#4 HOOP
(SEE NOTE 14)
(SEE CONTRACT)
ADJACENT JUNCTION BOX
SPARE CONDUIT TO
SIZE OF CONDUITS) (TYP.)
(SEE CONTRACT FOR NUMBER AND
CONDUIT TO ADJACENT JUNCTION BOX
(SE
E N
OT
E 1
3)
#4 HOOP
(SEE NOTE 14)
(SEE CONTRACT)
ADJACENT JUNCTION BOX
SPARE CONDUIT TO
SIZE OF CONDUITS) (TYP.)
(SEE CONTRACT FOR NUMBER AND
CONDUIT TO ADJACENT JUNCTION BOX
TIE-DOWN UNIT
ANTI-THEFT
GENERATOR
TIE-DOWN UNIT
ANTI-THEFT
GENERATOR
TIE-DOWN UNIT
GENERATOR ANTI-THEFT
DR
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N B
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CO
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TC
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Standard Plan J-10.21.
to adjacent cabinet. See
allow 36" (in) from face of meter
on outside of Service Cabinet,
With Meter Base mounted
allow 6" (in) between cabinets.
on inside of Service Cabinet,
With Meter Base mounted
9"
WELL
18" (IN) DRAINAGE
18" (IN) × 18" (IN) × (SEE NOTE 14)
#4 HOOP
TO UTILITY
4 1/2" FABRIC (WWF)
WELDED WIRE
FABRIC (WWF)
WELDED WIRE
SEE
WELDED WIRE FABRIC 4 x 4 ~ W4.0 x W4.0 ~
STD. SPEC. 9-07.7 (SEE NOTE 20)
TO UTILITY
9"
4 1/2"
FABRIC (WWF)
WELDED WIRE
SEE
WELDED WIRE FABRIC 4 x 4 ~ W4.0 x W4.0 ~
STD. SPEC. 9-07.7 (SEE NOTE 20)
EACH CORNER
#4 REBAR ~
(SEE NOTE 18) EACH CORNER
#4 REBAR ~
(SEE NOTE 18)
(SEE NOTE 14)
#4 HOOP
PAD
MAINTENANCE PAD
MAINTENANCE
STAT
EOFWASHINGTON
REGISTERED
PROFESSIONAL ENGI
NEER
39820
YELI
AB
HPESOJ ERODOE
HT
APPROVED FOR PUBLICATION
Washington State Department of Transportation
STATE DESIGN ENGINEER
SHEET 3 OF 6 SHEETS
STANDARD PLAN J-10.10-03
FOUNDATION DETAILCONDUIT LAYOUT ANDCABINET ORIENTATION
ELEVATION VIEWELEVATION VIEW
PLAN VIEWPLAN VIEW
TWO-CABINET FOUNDATION
C D
SECTION
FOUR-CABINET FOUNDATION
SECTIONC D
24"
23"
20"
1"
24"CABINET
BASE
6"CABINET
BASE1"
24"
4BACK
BACK
4
FRONT
POLICE PANEL 1"
CA
BIN
ET
BA
SE
1"
24"
FRONT
(TY
P.)
6"
MIN.
GROUND LINE
MA
X.
1" - 2"
3 1/2"
OR 9"
CABINET
CONTROLLER
TYPE 332
TRANSFORMER
7.5 KVA
(TYP.)
6" MIN.
MATERIAL
OR HMA
CONCRETE
DRAIN (TYP.)
SLOPE TO
3
2
TYPE 332 CONTROLLER CABINET SHOWN)
(7.5 KVA TRANSFORMER AND
1
6
(TYP.)1
7
1
TO SERVICE CABINET
(TYP.)1
MA
X.
1" - 2"
3 1/2"
OR 9"
1
7
6
6
7
7.5 KVA TRANSFORMER AND NEMA P44 CONTROLLER CABINET SHOWN)
(TYPE 332 UNINTERRUPTABLE POWER SUPPLY CABINET, TYPE E SERVICE CABINET,
TO UTILITY
1
MATERIAL
OR HMA
CONCRETE
DRAIN (TYP.)
SLOPE TO
SERVICE CABINET
TYPE E
TRANSFORMER
7.5 KVACONTROLLER CABINET
NEMA P44
2
(TY
P.)
TRANSFER SWITCH
UTILITY GENERATOR
BACK
FRONT
PANEL
POLICE
BACK
4
BACK
FRONT
FRONT
4FRONT
BACK
4SWITCH
TRANSFER
GENERATOR
UTILITY
BA
SE
CA
BIN
ET
1"
24"
24"
1"
24"
BASE
CABINET6"CABINET
BASE
6"CABINET
BASE
CABINET
BASE1"
24"
4
6" MIN.
(TYP.)
6"
MIN.
23"
20"
1"
30" LEGS (2 PLACES)
#4 REBAR ~ 90° WITH
SWITCH
TRANSFER
GENERATOR
UTILITY
2 2
LINE
GROUND3TYP. TYP.
TYP.
TYP.
JOINT FILLER
PREMOLDED
3/8" (IN)
JOINT FILLER
PREMOLDED
3/8" (IN) 3/4" (IN) CHAMFER (TYP.)
30" (IN) LEGS (2 PLACES)
#4 REBAR ~ 90° WITH
DRAINAGE WELL (TYP.)
18" (IN) × 18" (IN) × 18" (IN)
DRAINAGE WELL
× 18" (IN)
18" (IN) × 18" (IN)
3/4" (IN) CHAMFER (TYP.)
MOUNTED ON OUTSIDE OF CABINET
UTILITY REQUIRES METER TO BE
PREFERED LOCATION WHEN
SERVICE METER BASE (TYP.) ~
(SE
E N
OT
E 1
3)
(SEE NOTE 14)
#4 HOOP
SIZE OF CONDUIT) (TYP.)
(SEE CONTRACT FOR NUMBER AND
CONDUIT TO ADJACENT JUNCTION BOX
#4 HOOP
(SEE NOTE 14)
JUNCTION BOX (SEE CONTRACT)
SPARE CONDUIT TO ADJACENT
AND SIZE OF CONDUIT (TYP.)
BOX (SEE CONTRACT FOR NUMBER
CONDUIT TO ADJACENT JUNCTION#4 HOOP
(SEE NOTE 14)
(SE
E N
OT
E 1
3)
TIE-DOWN UNIT (TYP.)
GENERATOR ANTI-THEFT
TIE-DOWN UNIT
GENERATOR ANTI-THEFT
UNIT
TIE-DOWN
ANTI-THEFT
GENERATOR
DR
AW
N B
Y:
CO
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Y F
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TC
HE
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Standard Plan J-10.22.
to adjacent cabinet. See
allow 36" (in) from face of meter
on outside of Service Cabinet,
With Meter Base mounted
allow 6" (in) between cabinets.
on inside of Service Cabinet,
With Meter Base mounted
9"
9"
CABINET
POWER SUPPLY
UNINTERRUPTABLE
TYPE 332
(TYP.) (SEE CONTRACT)
ADJACENT JUNCTION BOX
SPARE CONDUIT TO
4 1/2"
#4 HOOP (SEE NOTE 14)
TO UTILITY
FABRIC (WWF)
WELDED WIRE
EACH CORNER
#4 REBAR ~
(SEE NOTE 18)
EACH CORNER
#4 REBAR ~
(SEE NOTE 18)
4 1/2"
SEE
W4.0 x W4.0 ~
FABRIC 4 x 4 ~
WELDED WIRE
SPEC. 9-07.7
STD.
(SEE NOTE 20)
W4.0 x W4.0 ~ SEE
WELDED WIRE FABRIC 4 x 4 ~
STD. SPEC. 9-07.7
(SEE NOTE 20)
FABRIC (WWF)
WELDED WIRE
PAD
MAINTENANCE
PAD
MAINTENANCE
(TYP.)
TIE-DOWN UNIT
ANTI-THEFT
GENERATOR
STAT
EOFWASHINGTON
REGISTERED
PROFESSIONAL ENGI
NEER
39820
YELI
AB
HPESOJ ERODOE
HT
APPROVED FOR PUBLICATION
Washington State Department of Transportation
STATE DESIGN ENGINEER
SHEET 4 OF 6 SHEETS
STANDARD PLAN J-10.10-03
FOUNDATION DETAILCONDUIT LAYOUT ANDCABINET ORIENTATION
ELEVATION VIEW
PLAN VIEW
3"
ISOMETRIC VIEW
ANCHOR BOLT
F
F
1"
CABINET
BASE
24"
20"
4
PLAN VIEW
E
ELEVATION VIEW
TWO-CABINET FOUNDATION
GENERATOR ANTI-THEFT TIE-DOWN UNIT
24"
BA
SE
CA
BIN
ET
1"
1"
23"
1
ELEVATION VIEW
SINGLE-CABINET FOUNDATION
PEDESTAL BASE DETAIL
PLAN VIEW
7
SECTION EPEDESTAL MOUNT
MA
X.
1" - 2"
SECTION
TRANSFORMER
15 KVA
WELL
DRAINAGE
MATERIAL
OR HMA
CONCRETE
(TYP.)
#3 REBAR
SQUARE
ROUND OR
1’ - 0" CENTERS
APPROXIMATELY
#4 BARS AT
MATERIAL
OR HMA
CONCRETE
CABINET
CONTROLLER
TYPE 333SD
TRANSFORMER
7.5 KVA
3 1/2"
OR 9"
(SEE NOTE 18)
EACH CORNER
#4 REBAR ~
3 1/2"
OR 9"
1" - 2"
MA
X.
DRAIN (TYP.)
SLOPE TO24"
TYPE 333SD CONTROLLER CABINET SHOWN)
(7.5 KVA TRANSFORMER AND
(TY
P.)
2"
DRAIN (TYP.)
SLOPE TO
10"
2"
4"
1/2"
12"
(TYP.)
24"
2" (TYP.)
#6 REBAR
1/8(TYP.)
18"
1/4"
3"
6"
4"
(TY
P.)
2"
20"
1"
24"CABINET
BASE
24"
1"
1
4
(TY
P.)
6"
MIN.
(TYP.)
6" MIN.
1/4"
1/8
18" SQUARE
(FABRICATE IF NOT AVAILABLE COMMERCIALLY)
3’ - 7"
(SEE NOTE 4)
3’ - 0"
1"
TO 2"
3"
1
7
6
1
TO SERVICE CABINET
CABINET
BASE
24"
1"
23"
1"
24"
CA
BIN
ET
BA
SE
1"
PANEL
POLICEBACK
FRONT
BACK
FRONT
6"
MIN.
(TY
P.)
2’ - 0"
(15 KVA TRANSFORMER SHOWN)
(TYP.)1
TO SERVICE CABINET
(TYP.)1
BACKFILL
GRAVEL
33
2TYP.
3TYP.
2TYP.
3TYP.
PIPE FLANGE
4" (IN) × 9" (IN)
PLATE (TYP.)
1/4" (IN) STEEL
DRAIN TUBE
POLYETHYLENE
3/8" (IN)
DRAINAGE WELL
18" (IN) × 18" (IN) × 18" (IN)
30" (IN) LEGS (2 PLACES)
#4 REBAR ~ 90° WITH
(TYP.)
1/4" (IN) STEEL PLATE
DRAIN TUBE
3/8" (IN) POLYETHYLENE
(TYP.)
3/4" (IN) CHAMFER
JOINT FILLER
3/8" (IN) PREMOLDED
30" (IN) LEGS (2 PLACES)
#4 REBAR ~ 90° WITH
22" (IN) DEPTH MAX.
46" (IN) HEIGHT, 24" (IN) WIDTH,
336 STRETCH CABINET ~
4" (IN) SLIPFITTER
WITH COVER
3" (IN) × 5" (IN) HAND HOLE
36" (in) between cabinets.
With transfer switch, allow
allow 6" (in) between cabinets.
Without transfer switch,
(SE
E N
OT
E 1
3)
OF CONDUITS) (TYP.)
NUMBER AND SIZE
CONTRACT FOR
JUNCTION BOX (SEE
CONDUIT TO ADJACENT
(SEE CONTRACT PLANS)
ADJACENT JUNCTION BOX
SPARE CONDUIT TO
BOX (SEE CONTRACT)
ADJACENT JUNCTION
SPARE CONDUIT TO
SIZE OF CONDUIT) (TYP.)
(SEE CONTRACT FOR NUMBER AND
CONDUIT TO ADJACENT JUNCTION BOX
(SE
E N
OT
E 1
3)
HOT-DIP GALVANIZED
4" (IN) STEEL PIPE ~
8 TOTAL
#4 VERTICAL REBAR ~
AND SIZE OF CONDUIT) (TYP.)
CONTRACT FOR NUMBER
JUNCTION BOX (SEE
CONDUIT TO ADJACENT
TIE-DOWN UNIT
GENERATOR ANTI-THEFT
TIE-DOWN UNIT
ANTI-THEFT
GENERATOR
TIE-DOWN UNIT
ANTI-THEFT
GENERATOR
DR
AW
N B
Y:
CO
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9"
9"
ASTM A307
ANCHOR BOLT (TYP.) ~
5/8" (IN) × 2’ - 0" × 4" (IN)
DRAINAGE WELL
18" (IN) x 18" (IN) x 18" (IN)
FO
UN
DA
TIO
N
9"
EACH CORNER
#4 REBAR ~
(SEE NOTE 18)
*(SEE NOTE 12) (TYP.)(SEE SHEET 1)
PERSONNEL ~ PROVIDE A 15’ (FT) PIGTAIL
TO BE INSTALLED BY REGION MAINTENANCE
UTILITY/GENERATOR TRANSFER SWITCH ~
#4 HOOP (SEE NOTE 14)
#4 HOOP (SEE NOTE 14)
6" MIN.
(TYP.)
4 1/2"
FABRIC (WWF)
WELDED WIRE
W4.0 x W4.0 ~ SEE
WELDED WIRE FABRIC 4 x 4 ~
STD. SPEC. 9-07.7
(SEE NOTE 20)
SEE
4 x 4 ~ W4.0 x W4.0 ~
WELDED WIRE FABRIC
STD. SPEC. 9-07.7
(SEE NOTE 20)
4 1/2"
#4 HOOP (SEE NOTE 14)
JOINT FILLER
3/8" (IN) PREMOLDEDFABRIC (WWF)
WELDED WIRE
4 1/2"
PAD
MAINTENANCE
DRAINAGE WELL
TWICE AROUND ENTIRE
GEOTEXTILE ~ WRAP
AFTER FABRICATION
HOT-DIP GALVANIZED
HOLES @ 3/4" (IN) DIAM. EACH
FOR AT LEAST FOUR BOLT
7 1/2" (IN) DIAM. BOLT CIRCLE
STAT
EOFWASHINGTON
REGISTERED
PROFESSIONAL ENGI
NEER
39820
YELI
AB
HPESOJ ERODOE
HT
APPROVED FOR PUBLICATION
Washington State Department of Transportation
STATE DESIGN ENGINEER
SHEET 5 OF 6 SHEETS
STANDARD PLAN J-10.10-03
FOUNDATION DETAILCONDUIT LAYOUT ANDCABINET ORIENTATION
SIDE VIEWFRONT VIEWSIDE VIEWFRONT VIEW SIDE VIEW SIDE VIEW SIDE VIEWFRONT VIEW
CONTROLLER CABINET
TYPE 332
(UPS) CABINET
POWER SUPPLY
UNINTERRUPTABLE
TYPE 332 TYPE 332D CONTROLLER CABINET TYPE 333SD CONTROLLER CABINETNEMA P44 CONTROLLER CABINET
TRANSFER SWITCH
UTILITY / GENERATOR
PANEL
POLICETRANSFER SWITCH
UTILITY / GENERATOR
POLICE PANEL
TRANSFER SWITCH
UTILITY / GENERATOR
POLICE PANEL
TRANSFER SWITCH
UTILITY / GENERATOR
POLICE PANEL
5"
1"
9"
1"
5"
9" 9"
15"
44 3/8"
8 3/4"
4 7/8"
PANEL
POLICE
POLICE PANEL LOCATION
INSTALL IN STANDARD
TRANSFER SWITCH ~
UTILITY / GENERATOR
BLOCK
TERMINAL
AC INPUT
TYPICAL WIRING DIAGRAM
TRANSFER SWITCH CONNECTION
-AC
LINELOAD
PDA
CABINET
SIGNAL
SUPPRESSOR
INTERFERENCE
RADIO
R
NCNOINTERLOCK
BG
W
GENERATOR
GROUND BUS-
(NEUTRAL BUS)
AC BUS
TRANSFORMER
SERVICE OR
ELECTRICAL
W
G
B
AC
+ -A
C
501
502
PROVIDE A 15’ (FT) PIGTAIL (SEE NOTE 12)
INSTALLED BY REGION MAINTENANCE PERSONNEL ~
UTILITY / GENERATOR TRANSFER SWITCH ~ TO BE
ELEVATION VIEW
3 1/2"
OR 9"
(SE
E N
OT
E 1
3)
CONTROLLER CABINET
TYPE 332D
CABINET
SERVICE
TYPE D
HMA MATERIAL
CONCRETE OR
TYPICAL FOUNDATION CROSS SECTION
SIZE OF CONDUITS) (TYP.)
(SEE CONTRACT FOR NUMBER AND
CONDUIT TO ADJACENT JUNCTION BOX
(SEE CONTRACT)
ADJACENT JUNCTION BOX
SPARE CONDUIT TO
PLAN VIEW
TYPICAL FOUNDATION
1’ - 6"
MIN.
(TYP.)
TO UTILITY
1"
MIN.
2"
MA
X.
DRAIN (TYP.)
SLOPE TO
10H : 1V SLOPE
NOT STEEPER THAN
WITH DOORS (TYP.)
CABINET SIDES
1’ - 6" MIN. ON ALL
3’ - 6" MIN.
(WHEN FENCE IS PRESENT)
8
TRANSFER SWITCH
UTILITY / GENERATOR
3’ - 6" MIN.
(WHEN FENCE IS PRESENT)
TO UTILITY
FENCE
ADETAIL
CONDUIT
WASHERS, AND SET SCREWS
WITH BRONZE U-BOLT,
BRONZE GROUND CLAMP ~
STRANDED
#6 INSULATED
FENCE
FACE OF
SLOPE BREAK
GROUND LINE
2H : 1V SLOPE
NOT STEEPER THAN
8
A
DR
AW
N B
Y:
CO
LB
Y F
LE
TC
HE
R
MATCHLINE
W4.0 x W4.0 ~ SEE
WELDED WIRE FABRIC 4 x 4 ~
STD. SPEC. 9-07.7
(SEE NOTE 20)
4 1/2"
9"
FABRIC (WWF)
WELDED WIRE
PAD
MAINTENANCE
3TYP.
STAT
EOFWASHINGTON
REGISTERED
PROFESSIONAL ENGI
NEER
39820
YELI
AB
HPESOJ ERODOE
HT
APPROVED FOR PUBLICATION
Washington State Department of Transportation
STATE DESIGN ENGINEER
SHEET 6 OF 6 SHEETS
STANDARD PLAN J-10.10-03
FOUNDATION DETAILCONDUIT LAYOUT ANDCABINET ORIENTATION
DR
AW
N B
Y:
CO
LB
Y F
LE
TC
HE
R
6"2’ - 0" 6" 2’ - 0"
6"
6"
2’ - 0"
5 1/2"
(TY
P.)
GROUND ROD (TYP.)
(TYP.)
3/4" (IN) CHAMFER
8"
9"
5"
2"
(TYP.)
ANCHOR BOLT
1"
MIN.
2"
MA
X.
(TYP.)
3/4" (IN) CHAMFER
(TYP.)
ANCHOR BOLT
#4 HOOP
AREA
RESERVE
CONDUIT
CONTROLLER CABINET FOUNDATION DETAIL
PLAN VIEW
SECTION VIEW
1.
2. All other dimensions shall be approved by the Engineer.
3.
6"
MIN.
6"
MIN.
3
TUBE
3/8" (IN) DRAIN
CONTROLLER CABINET FOUNDATION NOTES
GROUND LINEJOINT FILLER
3/8" (IN) PREMOLDED
CONCRETE OR HMA
(TYP.)
#4 REBAR
4.
TIE-DOWN UNIT
GENERATOR ANTI-THEFT
9"
1"
4"
Slope conduit reserve area floor 1/4" (in) per 1’ (ft) to the sump in the center.
Standard Plan J-10.20 for details.For the rest of the foundation, see
CONDUIT RESERVE AREA WELL
1" 1"D
W1"
1"
LEGS (TWO PLACES)
#4 REBAR ~ 90° WITH 30" (IN)
for cable slack.
Provide 2" (in) clearance between conduit and edge of foundation well
CONTRACT FOR NUMBER AND SIZE OF CONDUIT)
CONDUIT TO ADJACENT JUNCTION BOX (SEE
BOX (SEE CONTRACT)
SPARE CONDUIT TO ADJACENT JUNCTION
DRAIN (TYP.)
SLOPE TO
4
FABRIC (WWF)
WELDED WIRE
W4.0 x W4.0 ~ SEE
WELDED WIRE FABRIC 4 x 4 ~
STD. SPEC. 9-07.7
4 1/2"
PAD
MAINTENANCE
TYP.
STAT
EOFWASHINGTON
REGISTERED
PROFESSIONAL ENGI
NEER
39820
YELI
AB
HPESOJ ERODOE
HT