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SPLICE KIT
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.
4000PSIconcrete 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
eztensiiinboxes.
Wheh noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10
gage divider plate complete with fasteners.
'I Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20
I Load Test.
JUNCTION BOX DIMENSION TABLE
ITEM
BOX TYPE
TYPE :1 '' 'TYPE
ALIERNAIE A ALIFRtdAiE B'
2
A Box OutsiHe len th
'.22'
22"
33"
8 Box Outside Width
'17"
17"
22 1 2"
C Box Inside Len th
18"
19"
28"
D Box Inside Width
'.13"
� 14"
17"
E Lid Len 'th
''.18"
18"
26 1 2°
F Lid - :Width
:'.13"
'. 13"
17"
G Box De':th
,..12"
'12"
12"
H Lid &Frame De th
5 16"
5.16"
'.5 16" ''.
J WDII Thickness Min.
1 1 2°
1 1 2"
1 1� 2"
K Wire Reinforcement
'�. W -3
W -2.5
W 2.5
L Le end ':
See Detail
SeeDetail
See Detail
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PLANNEW
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1�- 4 -7 f 8 " -�
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ELEVATIONVIEW
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LOAD LINE
1/4" FUSE 1 /4"
1 �8" QO o 1 �8"
♦
•Lid
ITEM
Box
MATERIALS
60DO PSI concrete) See Notes
SHEET REVISION
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Frame.
Diamond Plate Steel A786
Su ort
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Y ADOPTED
CTI7 OF�'.RENTON
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Form L H lh', 1/8" Weld
Beaa G d ff Domond
Patt b f forming
I •Lid
� ADOPTEDI
I C11'1 OF RENTON
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Diamond Plate Steel - A786
re
leudrs.
Standard plans
N IST .DATE: 17/5/96
CUTTING RINGS
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Anchors
Steel Wire or .:Tee Pla[e'
DATE ' REVISION
6•caAV> =L -PAD
CpAPACTEO
�,o Remtorcement ASTM A- 82;.Steel
°= �'GP,LVANIZED 5'tEEL
Y �G TYPICAL JUNCTION BOX INSTALLATION DETAILS
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SIDEWALK
CURB
BROADWAY
CL PL
CURB 44'
SIDEWALK 37:5'
�� R/W LINE 34'
1L0' MIN.
CLEARANCE FROM DRIVEWAY `
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H 25" 30' 35' 40'
SL 18' -3" 23' -3 "' 28' -3" 33' -3"
T 0.188 0.188 0.219 0.219 1' -2"
TAPERED ALUM. POLE 2' TO 4'
'T' WALL ALLOY 6063 —T6 OVERHANG �
SATIN GROUND FINISH
'H'
HANDHOLE 4 "x6" 'SL'
OPENING W /COVER
& S.S. SCREWS.
GROUND LUG
INSIDE POLE
1' -6"
." `�
TRENCH
LOCATION
TYPICAL STREET CROSS SECTION
LIGHT BASE AND JUNCTION BOX LOCATIONS
� O ADOPTED
CTTY OF RENTON
Standard. plans
rlq A� a � • �� /.: P N t � LST DATE: 5/91
DATE REVISION BY APPR'D DWG. NAME: JR -35 SP PAGE: J014
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SIGNALS
LIGHTING
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p TYPE tr eox
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ISSUE DATE
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HOOK DETAIL PLAN STIABCLS
a"`"'°""�I
SHEET REVISION
TELEMETRY TRArPIC
sICNALisnrEM LIicEND
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FUSE KIT & SPLICE KITDEfAILS
1
N
JUNCTION BOX DETAILS
Y ADOPTED
CTI7 OF�'.RENTON
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Form L H lh', 1/8" Weld
Beaa G d ff Domond
Patt b f forming
L T�
I�
� ADOPTEDI
I C11'1 OF RENTON
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sc�aara Ptad>3
re
leudrs.
Standard plans
N IST .DATE: 17/5/96
.ILLUMINATION
SYSTEM .LEGEND.
1,.5"1`DATE: 1',.1:/8,9. i
�� DWG. NAMEJR -12 SP PAGE:J013
BY APPR'
DATE ' REVISION
BY APPR
DWG. NAME: JR 36 SP PAGE:�J016
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SIDEWALK
CURB
BROADWAY
CL PL
CURB 44'
SIDEWALK 37:5'
�� R/W LINE 34'
1L0' MIN.
CLEARANCE FROM DRIVEWAY `
' ''f• I
H 25" 30' 35' 40'
SL 18' -3" 23' -3 "' 28' -3" 33' -3"
T 0.188 0.188 0.219 0.219 1' -2"
TAPERED ALUM. POLE 2' TO 4'
'T' WALL ALLOY 6063 —T6 OVERHANG �
SATIN GROUND FINISH
'H'
HANDHOLE 4 "x6" 'SL'
OPENING W /COVER
& S.S. SCREWS.
GROUND LUG
INSIDE POLE
1' -6"
." `�
TRENCH
LOCATION
TYPICAL STREET CROSS SECTION
LIGHT BASE AND JUNCTION BOX LOCATIONS
� O ADOPTED
CTTY OF RENTON
Standard. plans
rlq A� a � • �� /.: P N t � LST DATE: 5/91
DATE REVISION BY APPR'D DWG. NAME: JR -35 SP PAGE: J014
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ISSUE DATE
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SHEET REVISION
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DUVALL AVE. N.E.
POLE 34
DUVALL AVE. N.E.
POLES 35, 36 AND 37
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E%PIRE6 9/5/97 E %PIRES. O1 /S7/88-
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R066797
PROJECT NO.
DRAWN BY
5 -19 -97
ISSUE DATE
/
SHEET REVISION
VI
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TRANSPORTATION PLANNING
& ENGINEERING, INC.
2101 -112TH AVENUE NORTHEAST, SUITE 110
' BELLEVUE, WASHINGTON 98004
TEL. (206) 455 -5320 FAX (206) 453 -7180
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