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REFER TO WSDOT LOCKING LID STANDARD
DUTY JUNCTION BOX TYPES 1 & 2
STANDARD PLAN J-40.10-02
SPLICE KITS CLEAR EPDXY
SPLICE KITS ON ALL THRU
WIRE RUNS
4" CONCRETE PAD -
;`;
2' MIN. #8 BARE COPPER -
GROUND WIRE
WIREW/GREEN INSULATION I
FROM SERVICE CABINET t-
2 - LIGHTING SYSTEM -
WIRES TO CONTACTOR
(SIZED AS FEUD.)
5/8"x B' COPPER CLAD
GROUND ROD
FUSE KITS QUICK DISCONNECT
10 A.MP IN LINE FUSE KITS
SEC. OR EQUAL
"ROUND LUG
2" MIN. "ROU'
UNDER POLE BA
GROUND ROD
TO LUMINAIRE
-#8 GREEN INSULATED WIRE
IO FIXTURE GROUND LUG
1/4" MINIMUM
DRAIN HOL E-�
II
-GROUtiD
CLAMP I.
� II
4'
2" PVC CONDUIT I
i
SYSTEM
y
CONCRETE
FOUNDATION
3' SQ, OR DIA-
TOP OF CONCRETE FOUNDATION TO
BE LEVEL WITH TOP OF SDEWALK
OR CURB.
NOTES:
1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE
SECURELY FASTENED TO THE GROUND LUG INSIDE THE
POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS
SHALL REMAIN ACCESSIBLE FOR INSPECTION AND
MAINTENANCE,
2. IF THE FIXTURE MANUFACTURER HAS MADE PROVISION FOR
THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED
WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE
TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE
FIXTURE MANUFACTURER HAS A GROUND LUG A r'r'8 GREEN
INSULATED WIRE SHALL BE RUN FROM THE FIXTURE
GROUND LUG TO THE POLE GROUND LUG.
oti,Y_ o� STD. PLAN — 119
PUBLIC WORKS TYPICAL LIGHTING PROVL'11)
DEPARTMENT UNDERGROUND SYSTEM 6 11
I I
I DaTE
TYP. CONC. PAD
r-
U
w
lr1
\
3
SIDEWALK
CURB
� ROADWAY
2'TO4'
OVERHANG 1 -2
CURB
3'-6"
SIDEWALK
H
FACE OF
CURB TO
CENTER
'SC
R/W LINE
(
OF POLE
R,
W
10' MIN.
CLEARANCE FROM DRIVEWAY .� ROADWAY
ALTERNATE PLAN VIEW SIDEWALK
0
PLANTER STRIP
STREET LIGHT CONDUIT
TRENCH DEPTH 24"
TYPICAL STREET LIGHT
FOUNDATION LOCATION
25'
30'
35'
-3"
40'
33'_3"
T
0.1B8
0.188
0.219
0.219
2' TO 4'
TAPERED ALUM. POLE 'T' WALL OVERHANG 1'-2"-�
ALLOY 6063-T6 SATIN GROUND FINISH
'H'
r HANDHOLE 4"x6" OPENING
/ W/COVER 3c S.S. SCREWS
GROUND LUG INSIDE POLE
INSIDE POLE
1 -6"
STREET LIGHT CONDUIT
TRENCH DEPTH 24"
ALTERNATE STREET CROSS SECTION
I '5L'
p�j + STD. PLAN — 124
(\ PUBLIC WORKS LIGHT BASE AND JUNCTION BOX PRo ED:
DEPARTMENT LOCATION *ATE
IIIIII
/�
\ - \ O
SPLICE KIT
FUSE KIT
rnn�i� III I
WYE SPLICE
FUSE KIT 8c SPLICE KIT DETAILS
Y O� ADOPTED
♦ fCITY OF RENTON
Standard plans
LST DATE; 1 1 /5/96
TE REVISION BY APPR'D DWG. NAME: JR-12 SP PAGE: J013
C'
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PUBLIC WORKS SERVICE CABINET STD. PLAN _ 122.1 I
+ DEPARTMENT WITHOUT BBS PPROVE 7
o�
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 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.
A
JUNCTION BOX DIMENSION TABLE I c I
ITEM
TYPE 1
TYPE 2
ALTERNATE A
ALTERNATE B
IA
Box Outside length
22"
22"
33"
1B
Box Outside Width
1,7"
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
Box Depth
12"
12"
12"
H
Lid & Frame Depth
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
BOX TYPE
ITEM
MATE
IALS
Box
6000 PSI con
rete 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)SIGNALS
TS1
LIGHTING
TS—LT
TELEMETRY TRAFFIC
SIGNAL SYSTEM LEGEND
-Form
LT=
Letters with 1/S'° Weld
Bead. Grind off Diamond
1" Nom.
L14. -+
Pattern before forming
letters.
ILLUMINATION
SYSTEM LEGEND
1TE
REVISION
BY
APPR
�C
�I
PLAN VIEW
ELEVATION VIEW
_ I2"
MIN.
MAX.
BELL ENDS
ON CONDUIT
3"
MAX
'll TYP.
6"
GRAVEL PAD
COMPACTED
TYPICAL JUNCTION BOX INSTALLATION DETAILS
ud
m TYPE 'I' BOX
0 TYPE 'It' BOX
L L1xlx3/16, 1"Long
HOOK DETAIL
PLAN SYMBOLS
(2 Hooka per Dd)
JUNCTION BOX DETAILS
Y O�
ADOPTED
CITY OF RENTON
1111111
F, AN
Standard plans
F N o
LST DATE: 1 1 /89
DWG. NAME: JR-36
SP PAGE: J016
STREET LIGHTING CONTACTOR CABINET
WIRING SCHEMATIC
TYPE III SERVICE 120/240 VOLT
100 A MAIN BREAKER (MIN.)
2 POLE 240 'VOLT
BRANCH BREAKERS
120/240 VOLT
TEST 16 POLE
SWITCH —
TERMINAL
BLOCK —
CIRCUIT WIRES TO LIGHTING RUNS
PHOTO -CELL
MOUNTED ON
NEAREST
LUMINAIRE
m
Q
Z
II
C II
UTILITY
PLUG (GFI)
STREET LIGHTING
CONTACTORS
TO GROUND
ROD
WIRING COLOR CODE
A. WHITE JACKET (NEUTRAL)
B. BLACK JACKET (LINE) IIIIIIIIIIIIIIIIIIN
C. GREEN JACKET (GROUND)
D. RED JACKET (LOAD)
E. GREEN OR BARE WIRE (GROUND)
1�Y�O
PUBLIC WORKS STREET LIGHTING CONTACTOR PROVE. PLAN — 123
DEPARTMENT CABINET SCHEMATIC ?,.
�N C° A
�pNA(
� of wn
fEX
NORTHWEST
TRA FF/C EXPE-P Ts ,� 3025'
F FGISTE
11410 NE 124th St., #590, Kirkland, WA 98034 SS/ONAL
Phone:425.522.4118 Fax:425.522.4311
J-11 TYPE 1 AND 2 HANDHOLE LOCKING DEVICE
1/2" DIAM. F
COUNTERSUN
7 78" X 2" LONG PIN HEX
:CURITY SCREW S.S. (TYP.)
14" X 19" AND 17" X 28"
GALVANIZED HANDHOLE LID
DRILL THREAD FOR
3/8" DIAM. BOLTS GALVANIZED STEEL BAR
1" WIDE, 1/2" THICK
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
CONDUIT ENTR, AREA
0
o 0
I l
PLAN VIEW
SIZE TO FIT SIZE TO FIT
CABINET CABINET
-Grade Level
NI
" a
FRONT VIEW SIDE VIEW
STREET LIGHT CONTACTOR FOUNDATION
tj
-Shim to plumb Shim to plumb
Y See Note 3 See Note 3
+I I} i �# hoops +l J4 hoops
o - �'4 bar each corner o -�!4 bor each corner
Y
E" MIN I" to 2" �6" MIN I" to 2"
3/6" diameter plastic drain 3/6" diameter Plastic drain
SIDE VIEW SIDE VIEW
Cabinet depth.F. 1' -6" 1'-6" Cabinet depth I'-6"
+2" I� +2..
a
U
g4 bar each t y4 bar each
corner ¢ corner
#4 hoops
c +
o -
U _
PLAN VIEW PLAN VIEW
PAD MOUNT PAD MOUNT
CONTROLLER NET FOUNDATION BATTERY BACKUP SYSTEM (BBS) FOUNDATION
For NOTES see Std. Plan 126.2
STD. PLAN — 126.1
®� PUBLIC WORKS CABINET FOUNDATION DETAILS RovE
DEPARTMENT
N C° DATE/
V
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OW `71
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