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NOTES:
1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE
LU"AME VMS MALL YE A CONIMNIOUS WM
SECURELY FASTENED TO THE GROUND LUG INSIDE THE
FROM FUSE HOLDER TO FacRM NTH
POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS
NO SPLICES.
SHALL REMAIN ACCESSIBLE FOR INSPECTION AND
Box Outside Width
MAINTENANCE,
GROUND ROD
2. IF THE FIXTURE MANUFACTURER HAS MADE PROVISION FOR
FUSE KITS QUICK OWOMNiECT
TO LUMINAIRE
19
3 AMP IN LAME FRSE KITS
S.E.C. OR EQUAL
UAMNAtRE MARES MAIL K2
AWO IN A JAMTEO CAMLE.
REFER TO MOT LOCKING LID STANDARD
14
#8 GK M INgt1LATED MARE
DUTY JUNCTION MOX TYPES 1 a< 2
INSULATED WIRE SHALL BE RUN FROM THE FIXTURE
TO FIXTURE OROUND LUG
STANDARD PLAN J-40.10-02
F Lid Width
13"
13"
GROUND LUG
8'!'D. N" - lie
PUBLIC WORKS
DEPARTMENT
TVV4CAL LIONTINO
UN SYSTSM
MINIlU1M
1/4"SPLICE
PPROVED:
l
5/16"
DRAIN NOME
KITS CLEAR PDXY
ON ALL ETHRU
LEUBASE
Wr OF 0
IKIjS
UNDER
IE LEVELC VATM TOP OF
W-3
W-2.5
OR Cm.
4" CONCRETE PAD
See Detail
See Detail
See Detail
5"
{
II II
r wM. p1 MARE COPPER
II II
GRDUIND MARIE
QROUND
II II
II II
4'
II
1 —N EQUIPMENT
MA�w/iINEN ANSULATKk!
r PVC CONDUIT
II II
FRaMI SVICE CAMINET
ER
SYST EM
2 — LIGHTING SYS7EN
MIRES TO CONTACTOR
(SIZED AS REWO.)
IW
CONCTE
FOUNDATION
3' SQ. OR DIA.
5/raW COPPER CLAD
GROUND ROD
NOTES:
1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE
BOX TYPE
TYP E 1
ALTERNATE A ALTERNATE B
SECURELY FASTENED TO THE GROUND LUG INSIDE THE
A lBox Outside length
POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS
22
SHALL REMAIN ACCESSIBLE FOR INSPECTION AND
Box Outside Width
MAINTENANCE,
17"
2. IF THE FIXTURE MANUFACTURER HAS MADE PROVISION FOR
C Box Inside Len th
THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED
19
WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE
D Box Inside Width
TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE
14
FIXTURE MANUFACTURER HAS A GROUND LUG A I8 GREEN
E ILid Length
INSULATED WIRE SHALL BE RUN FROM THE FIXTURE
18"
GROUND LUG TO THE POLE GROUND LUG.
F Lid Width
13"
13"
17"
8'!'D. N" - lie
PUBLIC WORKS
DEPARTMENT
TVV4CAL LIONTINO
UN SYSTSM
12"
PPROVED:
l
5/16"
5/16
5/16
SA
7'
• • . • • • .
• . 4
• '
O O
Z
• 4 .3.
� • J
STREET LIGHT POLE JUNCTION BOX
PLAN VIEW
4" DEEP
4
Z ..
SIDE VIEW
LIGHTING STANDARD & JUNCTION BOX • ' •
PLAN VIEW 1'
INDIVIDUAL JUNCTION BOX
(OTE
CLASS °B' CONCRETE TO BE
USED IN CONSTRUCTION OF PAD
PUBLIC WORKS CONCRETE PAD DETAILS STD, PLAN — 120
DEPARTMENT
DATE
%M%////�
rn�v� r—It I
SPLICE KIT
WYE SPLICE
REVISION
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 289 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 of 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 TEM
BOX TYPE
TYP E 1
ALTERNATE A ALTERNATE B
TYPE 2
A lBox Outside length
22"
22
33"
Box Outside Width
17"
17"
22 1 Z2"
C Box Inside Len th
18"
19
28"
D Box Inside Width
13"
14
17"
E ILid 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 ICI Thickness Min.
1 1 2"
1 1 2"
1 1 2"
K Ike Reinforcement
W-3
W-2.5
W— 2.5
Le en d
See Detail
See Detail
See Detail
ITEM
MATERIALS
Box
6000 PSI concrete See Notes
Frame
Diamond Plate Steel — A786
Lid Support
1 /8"Min. Thick Sted C, L or I - AM
Lid
Diamond Plate Steel — A786
Anchors
Steel Wire or Tee Plate
Reinforcement
ASTM A-82 Steel
*GALVANIZED STEEL
FUSE KIT
PR
LEGEND DETAIL (Mark L)
SIGNALS
LIGHTING •
TS— LT
TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND
FUSE KIT & SPLICE KIT DETAILS
ADOPTED
-Form Letters with 1/8" Weld `
CITY OF REJMN Bead. Grind off Diamond 1• -
♦ ♦ Pattern before forming
Standard plans letters.
-� LST DATE 11/5/96 ILLUMINATION SYSTEM LEGEND
DWG. NAME: JR -12 SP PAGE: JO 13 DATE I REVISION I BY 1APP1
6
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PUBLIC WORKO SERVICE CABINET E7M PLW - 1f=.1
DEPARTMENT 1MITNOUT BBS
STREET LIGHTING CONTACTOR CABINET
WIRING SCHEMATIC
TYPE III SERVICE 120j240 VOLT
100 A MAIN BREAKER (MIN.) I
2 POLE 240 VOLT
BRANCH BREAKERS
120/240 VOLT
TEST 16 POLE
SWITCH -�
TERMINAL
BLOCK -�
CIRCUIT 1M►RES TO LIGHTING RUNS
PHOTO -CELL
MOUNTED ON
NEAREST
LUMINAIRE
Lill 9,
C II
UTILITY
PLUG (GFI)
STREET LIGHTING
CONTACTORS
ea � t <ssss, � esaIN
rULL siniii;am 1
7 Go GRAVEL PAD
COMPACTED
TYPICAL JUNCTION BOX WSTALLATM DETAILS
W m TYPE 'I' BOX
0 TYPE 'N' BOX
� /+s. ru"
HOOK DETAIL PLAN S1t1dOLS
(2 mum Per ud)
JUNCTION BOX DETAILS
ADOPTED
CITY OF RENTON
Standard plans
'C LST DATE. 1 1 /89
DWG. NAME: JR -36 SP PAGE: J016
TO GROUND
ROD
WIRING COLOR CODE
A. WHITE JACKET (NEUTRAL)
B. BLACK JACKET (LINE)
C. GREEN JACKET (GROUND)
D. RED JACKET (LOAD)
E. GREEN OR BARE WIRE (GROUND)
PUBLIC WORKS STREET LIGHTING CONTACTOR M129
` DEPARTMENT CABOT SCHEMAM
1VCRT14wEHTfEx
T)vA F -F -1c EXPERTS
11410 N E 124th St., #590, Kirkland , WA 98034
Phone: 425.522.4118 Fax: 425.522.4311
IS EE
DIAL
3-49-00 1
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
404�1/�. �74irrwrt4',DATE jtZt/&�
DATE
DATE
CONDUIT ENTR. MEA
..'A ,.
V
•
•
PLAN VIEW
SCABINOETIT �'CABINETIT
6" 6"—L
1'-0"
t —Grade Level
FRONT VIEW SIQE YEw
STREET LIf.MT CMTACTtW"IWM1M
Shim to plumb Shim to Piumb
See Note 3 L/ Sen Note 3
+I r4 heope +I #4 hoops
04 bar nedt Come► .G MI4 bar each comer
�i+
�
s" 1MN 1" I. 2" MW 1" to 2"
3/111" diameter pMetk drain 3/8" diom•Ur Plastic drain
Q1W MEW SME_ VIEY!!
Cwhs! depth 1'-6" �+ 2 th 1'-6"
� I �
o r"er "ch
Win.. bw exh
n
ILI
PLAN YEW PLAN VIEW
PAD Yt11MIT LI>ERY aM1CItAMADS>rSTEY MOUNT
FOl11iBA�!
For NOTES see Std. Plan 126.2
PUBLIC WORKS CABINET FOUNDATION DETAILS
DEPARTMENT