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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.
4000PSI 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 27 112" 10
gage divider plate complete with fasteners.
Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20
Load Test.
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JUNCTION BOX DIMENSION TABLE c
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BOX TYPE
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22"
22"
33"
B
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17"
22 1"2"
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Box Inside Length
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19"
28"
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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.
4000PSI 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 27 112" 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 c
M
ARK
ITEM
BOX TYPE
TYPE 1
TYPE 2
ALTERNATE A
ALTERNATE B
A
Box Outside length
22"
22"
33"
B
Box Outside Width
17"
17"
22 1"2"
C
Box Inside Length
18"
19"
28"
D
jBox Inside Width
13"
14"
17"
E
Lid Length
18
18"
26 112
F
ILid Width
13"
13"
17"
G
Box De th
12"
12"
12"
H ILid
& Frame Depth
5/16"___.
5 16"
5 16"
J
Wall Thickness Min.
1 1 2"
1 1/2 09
1 1/2"
K
Wire Reinforcement
W- 3
W- 2.5
W- 2.5
L
Legend I
See Detail
See Detail
See Detail
•
•
•
ITEM
MATERIALS
Box
6000 PSI concrete See Notes
Frame
Diamond Plate Steel - A786
Lid Support
1 8'Min. Thick Steel C, L or T. - A36
Lid
Diamond Plate Steel - A786
Anchors
Steel Wire or Tee Plate
Reinforcement
ASTM A -82 Steel
GALVANIZED STEEL
LEGEND DETAIL (Mark L)i� —"
SIGNALS
LIGHTING
TS- LT
TELEMETRY
TRAFFIC SIGNAL SYSTEM LEGEND
LTForm Letters with 1/8" Weld '
Bead. Grind off DiamondI� Me,,
Pattern before forming —'1
letters.
ILLUMINATION SYSTEM LEGEND
DATE _ _ REVISION I BY IAPPR
r�
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6" GRAVEL PAD
COMPACTED
TYPICAL JUNCTION BOX INSTALLA11ON DETAILS
Ud
M TYPE T BOX
0 TYPE 'II' BOX
1.1910114. 1%"
HOOK DETAIL FLAN SYMBOLS
(: MOWN OW Ud)
JUNCTION BOX DETAILS
ADOPTED
CITY OF RENTON
Standard plans
LST DATE: 11/89
DWG. NAME: JR -36 SP PAGE: JO16 DATE
rnnvv rii i
WYE SPLICE
SPLICE KIT
X
W
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d
DIAMETER = 7/8"
0
m
4-7/8
LOAD LINE
1/4 FUSE 1/4
qFri TTING RINGS
z
0
FUSE KIT
W
O
Z
4
FUSE KIT & SPLICE KIT DETAILS
Y ADOPTED
CITY OF RENTON
Standard plans
LST DATE: 1 1 /5/96
DWG. NAME: JR -12 SP PAGE: JO 13
LIGHTING STANDARD & JUNCTION BOX
7'
0 ov 0 ov oov o
bo o p ov o 0 o dpD a ov
4 0 o v w �
AV 4° Q 64 evd
n 0 0 ° c� o
PLAN VIEW b° aDo�° 0 b = a eo 3'
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b A A °
0
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0 Do e � ep e
e 0 pd o v �v D 0 D
STREET LIGHT POLE VJUNCTION BOX
SIDE VIEW
INDIVIDUAL JUNCTION BOX
el
4" DEEP
A ° ° �e °4 NOTE: CLASS 'B' CONCRETE
Z p TO BE USED IN
A o i b4ti CONSTRUCTION OF PAD
4 0>00< 0 0
J
d
o 10 p oe
a ° Do v D 1 CONCRETE PAD DETAILS
1'
PLAN VIEW
REVISION
ADOPTED
CITY OF RENTON
Standard plans
LST DATE: 10/30/96
PPR'bl DWG. NAME: JR -07 SP PAGE: J008 DA
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 "X16 "GALVANIZED
ANCHOR BOLTS
CONDUIT ENTR,
AREA
V a q o o v
4 •
CU
CUUT
° n o a
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SIZE TO r•SIZE TO FLAN VIEW
FIT CABINET FIT CABINET
FRONT VIEW SIDE VIEW
CABINET FOUNDATION
STREET LIGHT CONTACTOR CABINET
AND CABINET FOUNDATION
ADOPTED
CITY OF RENTON
(iio Standard plans
WT DATE: 12/96
DWG. NAME: JR -09 SP PAGE: J010
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
7' -0" VARIABLE 3r-011
MIN.
0
4"
° _°
FRONT VIEW
SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
I---- 3' — 0"--- ---- -1
4 >• • . &a I. o. O
FRONT VIEW
18 -30-010 owl
01601501 00 0, 0
SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
4�� • . •• 0. 6. O.O ► O• . 9 1 6 1 0 •
T
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
ADOPTED
CITY OF RENTON
Standard plans
LST DATE: 10/30/96
REVISION I BY IA PPR DWG. NAME: JR -36A SP PAGE: J015
RECORD DOCUMENT
BY DATE
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T 330003
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EXPIRES 01 /31/07
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HERMAN TRAFFIC ENGINEERING
HIE
15324 Southeast 133rd Court, Renton, Washington 98059
425-277 -1740 tel. 425- 277 -5718 fax hte @corncast.net
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