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

DR

AW

N B

Y:

CO

LB

Y F

LE

TC

HE

R

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

AW

N B

Y:

CO

LB

Y F

LE

TC

HE

R

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

LB

Y F

LE

TC

HE

R

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

LB

Y F

LE

TC

HE

R

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