HomeMy WebLinkAboutT-340006i
p NOTES:
All dimensions are minimum. Exact configurations vary among different manufacturers.
=1 n 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 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.
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BOX TYPE
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Box Outside length
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22"
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22 1 2"
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Box Inside Length
18"
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p NOTES:
All dimensions are minimum. Exact configurations vary among different manufacturers.
=1 n 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 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.
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JUNCTION BOX DIMENSION TABLE
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BOX TYPE
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Box Outside length
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22"
33"
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22 1 2"
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Box Inside Length
18"
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JUNCTION BOX DIMENSION TABLE
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BOX TYPE
TYPE 1
TYPE 2
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Box Outside length
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JUNCTION BOX DIMENSION TABLE
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ITEM
ITEM
BOX TYPE
TYPE 1
TYPE 2
ALTERNATE A
ALTERNATE 8
A
Box Outside length
22" 1
22"
33"
B
Box Outside Width
17" 1
17'
22 1 2"
C
Box Inside Length
18"
19"
28"
D
Box Inside Width
13"
14"
171"
E
Lid Length
18"
18"
26 1/2"
F
Lid Width
131"
13"
17"
G
Box De th
12"
12"
12"
H
Lid &Frame Depth
5 16"
5 16"
16J
Wall Thickness Min.
1 1 2 "'
1 1 2"
1 2K
Wire Renforcement
W -3
W -2.5
—2.5
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Le end
See Detail
See Detail
Detail
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ITEM
MATERIALS
Box
6000 PSI concrete See Notes
Frame
Diamond Plate Steel = A786
Lid Support
1 8 °MIn. Thick Steel G 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 U
SIGNALS
5I
LIGHTING
1
TS —LT
TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND
Farm Letters with 1/8" Weld
Bead. Grind off Diamond
Pattern before forming
letters.
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ILLUMINATION SYSTEM LEGEND
EPDXY
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PLAN VIEW
1 4
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ELEVATION VIEW
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6" GRAVEL PAD
COMPACTED
TYPICAL JUNCTION BOX INSTALLAPON DETAILS
M TYPE 'I' BOX
0 TYPE 'II' BOX
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BOOK DETAIL PLAN SYMBOLS
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JUNCTION BOX DETAILS
O ADOPTED
a� CITY OF RENTON
♦ ! O
_•- Standard plans
P NT LST DATE: 11/89
DWG. NAME: JR -36 SP PAGE: J016
SPLICE KIT
201
-DIAMETIER = 7/8"
4 -7/8'7 I
LOAD LINE
=CUTTING RINGS
�7I IQ Z_ VIT
LIGHTING STANDARD & JUNCTION BOX
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PLAN VIEW ',,0
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STREET LIGHT POLE JUNCTION BOX
SIDE VIEW
INDIVIDUAL JUNCTION BOX
4 "-
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
FRONT VIEW
VARIABLE
TYPICAL JUNCTION BOX "I"
CONCRETE PAD
DEEP 4 T
FRONT VIEW
Ov uo v �p °vo u
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d NOTE: CLASS 'B' CONCRETE
TO BE USED IN
n O 6 pao CONSTRUCTION OF PAD
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CONCRETE PAD DETAILS
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C Y ADOPTED
PLAN VIEW CITY OF RENTON
♦ n7t
-�� Standard plans
t LST DATE: 10/30/96
Ftnolnu I av Loop n DWG. NAME: JR -07 SP PAGE: J008
T- 340006
SIDE VIEW
-3' -0" 1
A °x°7-1
SIDE VIEW
TYPICAL JUNCTION BOX "II"
CONCRETE PAD
±I -4' -0" 1 --- 3' -0 "-
4 � e e' a °.Y .r(p Pa o oe Aea
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
Y
VO
ADOPTED CITY OF RNTON
♦ �® ♦ Standard plans
T LST DATE: 10/30/96
DWG. NAME: JR -36A SP PAGE: J015
RECOMMENDED FOR APPROVAL
BY DATE s'/ t le B
BY DATE
BY DATE
RECORD DOCUMENT
, ®
BY d M- DATE 7-'31' 11
ZII —
I -I I C TRAFFIC ENGINEERING
15324 Southeast 133rd Court, Renton, Washington 98059
'9 425- 277 -1740 tel. 425-277 -5718 fax hte @comcast.net