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NOTES: LIGHTING STANDARD & JUNCTION BOX
All dimensions are minimum. Exact configurations vary among different manufacturers.
J The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 7'
Boxes shall be 28X minimum of overall thickness.
s Lid support members shall be welded to the frame. O d 0V 0 0V D '00V 0
4000PSI concrete is allowed if box reinforcement consists of 6 X 6- W3 X W3 welded 4 0 0 p O v° 0 O o o e ev O O N
wire fabric welded to the frame. A d o v o e d AV
When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep o 0 O ° o
extension boxes. PLAN VIEW °° p �° O D F D �0 3'
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. p c
° O
Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20 o O D° ° c
Load Test. p e
0 0 °v O v °v ° O°
A
J JUNCTION BOX DIMENSION TABLE I- c -I STREET LIGHT POLE VlHkjrTION BOX
a 'Q
ITEM
X TYPE
TYPE 1
W
Y
ALTERNATE A
0 O
A
Ix Q
22
M
33"
_Z
M
1Box Outside Width
Z
17
0 •- j
C
_ I
18"
I I
:E L
1'
PLAN VIEW SIDE VIEW v o v v ° o ° 0 4" DEEP
4 �evo
= O ° o0
O 110 v
v0
°ova 0e e
ELEVATION VIEW
ITEM
ITEM
X TYPE
TYPE 1
TYPE 2
ALTERNATE A
ALTERNATE B
A
Box Outside length
22
22
33"
B
1Box Outside Width
170
17
22 1/2N.
C
Box Inside Len ,11
18"
19"
28"
Box Inside Width
13"
14"
17"
Lid Length
18"
18"
26 1 2"
Lid Width
13"
13"
17"
G
Box Depth
12
12
12"
Lid do Frame Depth
5/16"
5/16"--
5 16"
J
Wall Thickness (Min.),
1 1/2"
1 1/2"
1 1/2"
Wire Reinforcement
W 3
W-2.5
W- 2.5
,Legend
fi_e_e_;etail
See Detail
See Detail
I I
:E L
1'
PLAN VIEW SIDE VIEW v o v v ° o ° 0 4" DEEP
4 �evo
= O ° o0
O 110 v
v0
°ova 0e e
ELEVATION VIEW
ITEM
MATERIALS
Box
6000 PSI concrete See Notes
Frame
Diamond Plate Steel - A786
Lid Support
1/8)&. Thick Steel C L or T. - A36
Lid
Diamond Plate Steel - A786
Anchors
Steel Wire or Tee Plate
Reinforcement
I ASTM A -82 Steel
V0
r OM Comm
Uft TV,
G" GRAVEL PAD INDIVIDUAL. JUNCTION BOX
COMPACTED
0) ` *GALVANIZED STEEL 0 v o c O° p° p v 0
O TYPICAL JUNCTION BOX INSTALLATION DETAILS D
LL z N C o
00 o'E o e ° ° Oe °4 NOTE: CLASS 'B' CONCRETE
LEGEND DETAIL (Mork L) -i �+°`°`i TI.M0.3/AlL. m TYPE T Box ° z TO BE USED IN
>-- Z ? - SIGNALS o TYPE •II' Box e o = pe0 CONSTRUCTION OF PAD
� `1' LIGHTING '' "" 4 0 00
W a � TS-LT HaOOOOK DLT IL PLAN SYMBOLS 4 -1
U \ C TRAFFIC SIGNAL SYSTEM LEGEND
�, o TELEMETRY
E N e 1' CONCRETE PAD DETAILS
i JUNCTION BOX DETAILS 00 ° °°
_W
mE
�'E ADOPTED 1' ADOPTED
�N Form Letters with 1 /$" Weld CITY OF RENTON PLAN VIEW CITY OF RENTON
Bead. Grind off Diamond I,- ,� A
,r .v V Pattern before forming �'i ♦ ♦ Standard plans + IR
Standard plans
a. ILLUMINATION SYSTEM LEGEND LST DATE:1 1 /89 T LST DATE: 10/30/96
s DATE REVISION BY APPR DWG. NAME: JR -36 SP PAGE: JO fi DATE REVISION BY APPR DWG. NAME: JR -07 SP PAGE: J008
�r
T46kh.
EPDXY FILL EPDXY FILL
INLINE SPLICE
WYE SPLICE
SPLICE KIT FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE TO LUMINAIRE
KITS - S.E.C. OR UNDER EQUAL
_ _ = TYPICAL DESIGN "B"
.� JUNCTION BOX 1/4" MINIMUM
SPLICE KITS GROUND LUG DRAIN HOLE
CLEAR EPDXY SPLICE „
WIRE RU S L THRU 2 RUNS
Bi
�Lj TOP OF CONCRETE
a_ 4" CONCRETE BASE FOUNDATION TO
Q PAD TOP OF SIDEWALK
5 "
DIAMETER = 7/8" 9 OR CURB.
o III — _III =III
=1111 =III =III . =III IIII — - =11 =1111 III
8 GREEN .lII= IIII = IIII =IIII
O 4 7/8
r _ ROUND WIRE
M IIII=
LOAD LINE CLAMPD
4'
1/4 FUSE 1/4 2-(SIZED AS REQ'D ) PVC CONDUIT
111 LIGHTING SYSTEM
1 /8 ® 1 /8 WIRES G CONTACTOR SYSTEM RECOMMENDED FOR APPROVAL
CONCRETE N BY DATE
CUTTING RINGS 5/8 "x8' 3 SQ.
COPPER -CLAD �'"' OR DIA.
GROUND ROD BY DATE
0
(n BY DATE
FUSE KIT
Cr
�H
FUSE KIT do SPLICE KIT DETAILS TYPICAL LIGHTING UNDERGROUND SYSTEM
ADOPTED ADOPTED
HERMAN TRAFFIC ENGINEERING
4
cm or 11=11m Off or �rroir 15324 S Southeast 133rd Court Renton Washington 98059
TiQr • lei • �
� � L E
Lff Ms I > /s /" % 425-277-1740 tel . 42 5.2 77- 5 718 fax hteflcomcast. net Vrwas
DWG. NAME: JR -12 SP PAGE: JO 13 DATE 113Y kAPPR DWG. NAME: JR -06 SP PAGE: J007
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