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FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE
KITS – S.E.C. OR EQUAL
TYPICAL DESIGN "B"
JUNCTION BOX
SPLICE KITS GROUND LUG
CLEAR EPDXY SPLICE
KITS ON ALL THRU 2" MIN. GROUT
WIRE RUNS UNDER POLE
4" CONCRETE BASE –
PAD
5"
9" _
1—
II
1
#8 BARE = f111 =1 I =III °. —I I VIII --I —
COPPER ,III = 11111111=1111
GROUND WIRE 1111=
1 – #8 GREEN T 11 U`—GROUND
2– (SIZED AS REQ'D)
LIGHTING SYSTEM
WIRES TO CONTACTOR
5/8 "x8'
COPPER –CLAD
DATE I GROUND ROD -
SION
TO LUMINAIRE
1/4 MINIMUM
DRAIN HOLE
TOP OF CONCRETE
FOUNDATION TO
BE LEVEL WITH
TOP OF SIDEWALK
OR CURB.
=III �IIIJ
_= ll�llll =1111
(.:LAME' 4.
:Ea
-PVC CONDUIT
SYSTEM
CONCRETE
FOUNDATION � 3' SQ.
OR DIA.
ti
TYPICAL
LIGHTING
UNDERGROUND
SYSTEM
ADOPTED
C1TY OF RENTON
Standard plans
LSr DATE: 12/96
DWG. NAME: JR -06
EPDXY FILL
INLINE SPLICE
rrInvv riff i
SPLICE KIT
ro1����■ iel!1
r
•�r
FUSE KIT
WYE SPLICE
FUSE KIT & SPLICE KIT DETAILS
ADOPTED
CITY OF RENTON
Standard plans
LST DATE:11/5/96
SP PAGE: J007 DATE REVISION I BY APPR DWG. NAME: JR -12 SP PAGE: JO13
ROLL
2 0
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.
400OPSI 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.
JUNCTION BOX DIMENSION TABLE
ITEM
ITEM
BOX TYPE
TYPE 1
TYPE 2
ALTMAJ A
ALTMATL s
A
Box Outside length
22"
22"
33"
Reinforcement
Box Outside Width
17
17
22 1/2
Box Inside Length
18"
19"
28"
Box Inside Width
13"
14"
17"
Lid Length
18"
18"
26 1/2"
Lid Width
13"
13"
17"
Box Depth
12
12
12
Lid do Fr ame D ep t h
5 16 "
5 16 "
1
5 6 "
J
Wall Thickness Inlin.
1 1/2"
1. 2"
1 1/2"
Wire Reinforcement
W-3
W— 2.5
W— 2.5
Le end
See Detail
See Detail
See Detail
ITEM
MATERIALS
Box
6000 PSI concrete See Notes
Frame
Diamond Plate Steel — A786
Lid Support
1 IM. Thick Staff L or T. - A36
Lid
Diamond Plate Steel — A786
Anchors
Steel Wire or Tee Plate
Reinforcement
1 ASTM A -82 Steel
*GALVANIZED STEEL
LEGEND DETAIL (Marie L)�
SIGNALS
LIGHTING
TS —LT
TELEMETRY
-Form Letters with 1/8* Weld
Bead. Grind off Diamond
Pattern before forming
letters.
T .1
TRAFFIC SIGNAL SYSTEM LEGEND
Ti .1
ILLUMINATION SYSTEM LEGEND
1:R A 01 8�
Im
PLAN VIEW
x
y:
ELEVAnaN VIEW
�r
r�
rw)) 8' GRAVEL PAD
COMPACTED
TYPICAL JUNCTION BOX INSTAU AMOK DETAILS
■ TYPE T BOX
PE
0 TY hl' BOX
TIA&
HM DETAIL PLAN SYMBOLS
JUNCTION BOX DETAILS
ADOPTED
C1TY OF RENTON
Standard plans
LST DATE:1 1/89
DWG. NAME: JR -36 SP PAGE: J016
ra
NORTHWEST
7"RA jFrZC EXPERTS
10104 -111th Ave. N. E., Kirkland, WA 98033
Phone: 425.522.4118 Fax: 425.522.4311
Al
WA
s'7/4NAL E'� .�
EXPIRES: 9/15/06
CAUTION:
LOCATION OF EXISTING UTILITIES SHOWN IS
APPROXIMATE AND MAY NOT BE ACCURATE
OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
AND FIELD VERIFY LOCATION OF UTILITIES
PRIOR TO PROCEEDING WITH CONSTRUCTION.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1 -800 -424 -5555 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND
UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAD!
BEARING SUBS TAN TIAL REPAIR COSTS (UP TO THREE TIMES THE
COST OF REPAIRS TO THE SERVICE).
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
T 504
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