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NOTES:
All dimensions are minimum. Exact configurations vary among different manufacturers.
The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
Boxes shall be 28% minimum of overall thickness.
Lid support members shall be welded to the frame.
400OPSI concrete is allowed if box reinforcement consists of 6 X 6 — W3 X W3 welded
wire fabric welded to the frame.
When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep
extension boxes.
When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10
gage divider plate complete with fasteners,
Non—concrete Boxes may be submitted for approval. Evaluation will include an H-20
Load Test.
A
JUNCTION BOX DIMENSION TABLE 11 1 11
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—0
BOX TYPE
TYPE 1
TYPE 2
ALTERNATE A
00
�0 E
Box Outside length
22"
22"
33"
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17"
17"
22 IZ2"
E
Box Inside Length
M
191,
'E
D
cef�j
C
131,
am
17"
E
NOTES:
All dimensions are minimum. Exact configurations vary among different manufacturers.
The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
Boxes shall be 28% minimum of overall thickness.
Lid support members shall be welded to the frame.
400OPSI concrete is allowed if box reinforcement consists of 6 X 6 — W3 X W3 welded
wire fabric welded to the frame.
When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep
extension boxes.
When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10
gage divider plate complete with fasteners,
Non—concrete Boxes may be submitted for approval. Evaluation will include an H-20
Load Test.
A
JUNCTION BOX DIMENSION TABLE 11 1 11
ITEM
ITEM
BOX TYPE
TYPE 1
TYPE 2
ALTERNATE A
I ALTERNATE ,
A
Box Outside length
22"
22"
33"
B
Box Outside Width
17"
17"
22 IZ2"
C
Box Inside Length
18"
191,
28"
D
Box Inside Width
131,
14"
17"
E
Lid Length
18"
18"
26 1/2"
F
Lid Width
13"
13"
17"
GIBox
Depth
12"
12"
12"
H
Lid & Frome Depthl
5/16"
5/16"
5/16"
J
Thickness �Minj
1 1 1 Z2"
1 1 Z2"
1 1/2"
lWali
5
1 W— 2.5
1 W-2.5
LILegend
I See Detail
I See Detail
ISee Detail
ITEM
MATERIALS
Box
6000 PSI concrete (See Notes)—
Frame
Diamond Plate Steel — A786
Lid Support
1/8'Min. Thick Sted C, L or T. - A36
Lid
Diamond Plate Steel — A
Anchors
Steel Wire or Tee Plate
Reinforcement
ASTM A-82 Steel
"GALVANIZED STEEL
LEGEND DETAIL_(M.lk Q
P-4
W-�
SIGNALS
T
SI
LIGHTING
TS—LT
TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND
Form Letters With 1/8" Weld
Read. Grind off Olomord
Pattern before forming
letter..
L TAI-g
LLUMINAIION SYSTEM LEGEND
PLAN MEW
ELEVAIION VIEW
TYPICAL JUNCION BOX NSTALAI1ON DETAILS
M �PE T BOX
A �PE '11' BOX
HOOK DETAIL
(�--�no
JUNCTION BOX DETAILS
ADOPTED
CIW OF RENTON
Standard plans
LST DATE: 11/89
DWG. NAME: JR-36 SP PAGE: J016
SPLICE KIT
FUSE KIT
FUSE KIT & SPLICE KIT DETAILS
ADOPTED
CITY OF RENTON
St.ada�d pl..
LET DATE: 11/5/96
z
DATF REVISION 11 BY4APP�RD DWG. NAME: JR-12 SP PAGE:JO13
LIGHTING STANDARD & JUNCTION BOX
7
no DV 0
4 4
PLAN VIEW V
0 3'
0 0 4"
0 0
0 4
�tll0
0o' u om
STREET LIGHT POLE
SIDE VIEW
JUNCTION BOX
INDIVIDUAL JUNCTION BOX
4
4
4
A
4" DEEP
NOTE: CLASS 'B' CONCRETE
TO BE USED IN
CONSTRUCTION OF PAD
CONCRETE PAD DETAILS
ADOPTED
PLAN VIEW CITY OF RENTON
Standard plans
LST DATE: 10/30/96
DWG. NAME: JR-07 SP PAGE J008
GENERAL NOTES
1. CABINET BOTTOM OPEN- 2" MOUNTING FLANGE �TURNED INWARD) ON ALL SIDES
2. 4-1/2"X16" GALVANIZED ANCHOR BOLTS W/NUT AND WASHERS
3. 4-1/4" TRIANGULAR SHAPED CORNER LOCK-DOWN PLATES
4-1/2"Xl6'GALVANIZED
ANCHOR BOLTS CONDUIT ENTR,
' I AREA
G�L -G.L,
0 �10
. ......... ..... ZE TO PLAN VIEW
FIT CABINET FIT CABINET
FRONT VIEW SIDE VIEW
CABINET FOUNDATION
STREET LIGHT CONTACTOR CABINET
AND CABINET FOUNDATION
ADOPTED
CITY OF RENTON
Standard plans
LST DAT&12/96
DWG. NAME: JR-09 SP PAGE: J010
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
FRONT VIEW
SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
'Ji 3'-0" 1---3'-0"
4 T 11:�z
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
4'-0" 1---- 3'- 0
4"
T
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
ADOPTED
CM OF RENTON
Standard plans
LST DATE: 10/30/96
DWG. NAME JR-36A SP PAGE:JO15
RECORD DOCUMENT
BY - DATE
WAS,,,
EHERMAN TRAFFIC ENGINEERING
15324Southeast 133rdCourt, Renton, Wa5hington 98059
,B
'30730
ISTEA
'�Sr' E 425-277-1740 tel. 425-277-5718 fax hte@comcast.net
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