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\ k I U0A1 -EY0XY 5PLlGE5 NOTES:
n J All dimensions are minimum. Exact configurations vary among different manufacturers.
\ Y— The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
Boxes shall be 287 minimum of overall thickness.
3 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
v. -- w a.1
When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep
INLINE SPLICE extension boxes.
WYE SPLICE 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
FUSE KITS SPLICE KIT Load Test.
QUICK DISCONNECT A
J 10 AMP IN LINE FUSE TO LUMINAIRE - JUNCTION BOX DIMENSION TABLE I. c— 11
LLJ
BOX TYPE
TYPE.1
ALTERNATE A ALTFRNAIE B
KITS - S.E.C. OR EQUAL
A Box Outside length
22"
W
TYPICAL DESIGN "B"
B Box - OutsideWidth
_Z
O
�
JUNCTION BOX
1/4" MINIMUM
18"
19"
SPLICE GROUND LUG
EPDXY
DRAIN HOLE
Z
Z
O
SPLICE
KITS ON ALL THRU 2" MIN. GROUT
WIRE RUNS UNDER
CONCRETE
18"
Q
4" CONCRETE BASE
LEVEL WITH
VjBE UNDATION TO
<
Z
PAD
G Bok:De th
P OF SIDEWALK
12"
12"
5" g"
5 16"
R CURB. DIAMETER = 8 7 / "
�-
�
IIII=
#8 BARE =IIII= III =III
1 1/2"
.°III °III -111=
K Wire Reinforcement
W-3
=1111 °IIII°
1 = =II =IIII -1111
W-2.5
_j
—
COPPER
See Detail
; 1/ 011L11(I =IIII
1111=
ITEM
BOX TYPE
TYPE.1
ALTERNATE A ALTFRNAIE B
TYPE 2
A Box Outside length
22"
22"
33"
B Box - OutsideWidth
17"
17"
22 1/2"
C Box Inside Length
18"
19"
28"
D Box ^ Inside Width
13"
14"
17"
E Lid Length
18"
18"
26 1/2"
F Lid Width
13"
13"
17"
G Bok:De th
12"
12"
12"
H Lid & Frame De th
5 16"
5 16"
5 16"
J Wall 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
See Detail
See Detail
GROUND WIRE - 4_78 � ��
GROUND ELEVATIaN VIEW
CLAMP _ LOAD LINE
4' ITEM MATERIALS
2- (SIZED AS REQ'D) 1/4" FUSE 1/4" Box 6000 PSI concrete See Notes)1
LIGHTING SYSTEM PVC CONDUIT ■ Frame Diamond Plate Steel - A786
SYSTEM 1 /8" Q o 1 �8' ♦Lid Support 1 6 Mi Th d Sted G L or T. - A36
WIRES TO CONTACTOR + Lid Diamond Plate Steel - A786 lTM ey
CONCRETE
FOUNDATION Anchors Steel Wire or Tee Plate 6c0MPA oAa
$ 5/8 "x8' 3' SQ. CUTTING RINGS Reinforcement ASTM A -82 Steel
o COPPER -CLAD OR DIA. 'GALVANIZED STEEL
�.. GROUND ROD TYPICAL JUNCTION BOX INSTALLATION DETAILS
O z YE
3Q FUSE KIT LEGEND DETAIL (Mark L) iL i m T PE'r Box
TYPICAL T
z as SaKEAD FaOT /n/!v FOUAIDQT/ON LIGHTING SIGNALS 7 PE o BOX
LIGHTING "
LLJ a
C \m c o f Oo
PLAN SYMBOLS
llStD OU&,97- ST3MJDA" N0. 3
UNDERGROUND TRAFFIC SIGNAL SYSTEM LEGEND
TELEMETRY
C I..
I lAitEN 61 N S UNK
OW
N
I
Y FUSE K IT & SPLICE KIT DETAILS
LS S T M
JUNCTION BOX DETAILS
I
oh x ADOPTED ADOPTED L TAI
ADOPTED
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• to era Pleas St-d -d plan letters. O Standard plans
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ISf DATE 2 96 LSl' DATE: f 1 5 96 ILLUM NATION SYSTEM LEGEND
N t N T I N C LST rL DATE: 1 1 / 89
DATE REVISION BY APPR DWG. NAME:: JR -06 _ SP PAGE: JO07 DATE REVISION BY APPR DWG: NAME: JR -12 SP'. PAGE_J013 DATE REVISION BY APPR DWG. NAME: JR -36 SP PAGE: J01 6
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_ RECOMMENDED
FOR APPROVAL
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EXPIRES 9/5/99 E%PRtES O1 /31 /Oi
TRANSPORTATION PLANNING
& ENGINEERING, INC.
2101 -112TH AVENUE NORTHEAST, SUITE 110
BELLEVUE, WASHINGTON 98004
TEL. (425) 455 -5320 FAX (425) 453 -7180
NO. REvism BY APPR DATE
CITY OF RENTON
PLANNINQ /BUILDIN!i /PUBLIC WORKS DEPARTMENT
7AMARON POIN 7E
/k t UMINA TION DETAIL S
RMH DATE 7130199 FILE No. 1L23.DWG
DRAWN
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CIE DHE SCALE row 000K_rA�e_
APPROVED SHEET 3 OF 3
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- perat1861ERE0�� 90 qe -030730
eSS/ONAL ENO\ 7-30_� ASS /ONAL ENG�
EXPIRES 9/5/99 E%PRtES O1 /31 /Oi
TRANSPORTATION PLANNING
& ENGINEERING, INC.
2101 -112TH AVENUE NORTHEAST, SUITE 110
BELLEVUE, WASHINGTON 98004
TEL. (425) 455 -5320 FAX (425) 453 -7180
NO. REvism BY APPR DATE
CITY OF RENTON
PLANNINQ /BUILDIN!i /PUBLIC WORKS DEPARTMENT
7AMARON POIN 7E
/k t UMINA TION DETAIL S
RMH DATE 7130199 FILE No. 1L23.DWG
DRAWN
R
CIE DHE SCALE row 000K_rA�e_
APPROVED SHEET 3 OF 3
C'na 7 —�c5o� /1fi; T- _ >:pcodV SCANNED FEB 15r-
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