HomeMy WebLinkAboutT-327303M
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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" o"
IIII�
#8 BARE —lilt = =11=
COPPER
GROUND WIRE -f
1- #8 GREEN --�
2- (SIZED AS REQ'D)
LIGHTING SYSTEM
WIRES TO CONTACTOR
5/8" X8
COPPER -CLAD
DATE I GROUND ROD -
o• — 1111 = 1111 =1111=
111=111L- 1111�� � III II
`— GROUND II
CLAMP
��q II 4.
L J
� 3' so. �
OR DIA.
TO LUMINAIRE
1/4 99 MINIMUM
DRAIN HOLE
TOP OF CONCRETE
FOUNDATION TO
BE LEVEL WITH
TOP OF SIDEWALK
OR CURB.
11
I�III��III�III
-PVC CONDUIT
SYSTEM
CONCRETE
FOUNDATION-`
TYPICAL
LIGHTING
UNDERGROUND
SYSTEM
ADOPTED
CITY OF RENTON
Standard plans
-� LST DATE: 12/96
REVISION I BY APPR�' —ID DWG. NAME: JR -06
SPLICE KIT
WYE SPLICE
FUSE KIT
FUSE KIT & SPLICE KIT DETAILS
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 shail 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 on H -20
Load Test.
JUNCTION BOX DIMENSION TABLE
ITEM
OX TYPE
W
TYPE 2
ALTERNATE A
ALTERNATE B
A
Box Outside length
22"
22"
33"
B
18ox Outside Width
17"
17"
Q_
C
Box Inside Length
18"
19"
28"
CL
Box Inside Width
13"
14"
17"
E
a
18"
18"
26 1/2"
F
Lid Width
L11
13"
17"
G
Box Depth
12"
12"
12"
H
Lid At Frame Depth
5/16#*
5 16"
Q
Wall Thickness Min.
1 1/2"
1 1/2-
1 1/2
0
M
z
0
V)
d
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" o"
IIII�
#8 BARE —lilt = =11=
COPPER
GROUND WIRE -f
1- #8 GREEN --�
2- (SIZED AS REQ'D)
LIGHTING SYSTEM
WIRES TO CONTACTOR
5/8" X8
COPPER -CLAD
DATE I GROUND ROD -
o• — 1111 = 1111 =1111=
111=111L- 1111�� � III II
`— GROUND II
CLAMP
��q II 4.
L J
� 3' so. �
OR DIA.
TO LUMINAIRE
1/4 99 MINIMUM
DRAIN HOLE
TOP OF CONCRETE
FOUNDATION TO
BE LEVEL WITH
TOP OF SIDEWALK
OR CURB.
11
I�III��III�III
-PVC CONDUIT
SYSTEM
CONCRETE
FOUNDATION-`
TYPICAL
LIGHTING
UNDERGROUND
SYSTEM
ADOPTED
CITY OF RENTON
Standard plans
-� LST DATE: 12/96
REVISION I BY APPR�' —ID DWG. NAME: JR -06
SPLICE KIT
WYE SPLICE
FUSE KIT
FUSE KIT & SPLICE KIT DETAILS
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 shail 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 on H -20
Load Test.
JUNCTION BOX DIMENSION TABLE
ITEM
ITEM
OX TYPE
TYPE 1
TYPE 2
ALTERNATE A
ALTERNATE B
A
Box Outside length
22"
22"
33"
B
18ox Outside Width
17"
17"
22 1/2"
C
Box Inside Length
18"
19"
28"
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 At Frame Depth
5/16#*
5 16"
5/1699
Wall Thickness Min.
1 1/2"
1 1/2-
1 1/2
K
Wire Reinforcement
W-3
W— 2.5
W— 2.5
L
Legend
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 Steil 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 (Mork L)
SIGNALS
LIGHTING
TS —LT
TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND
ADOPTED -Form Letters with 1/8' weld
CITY OF RENTON Bead. Grind off Diamond
♦ ♦ Pattern before forming
Standard plans letters.
-� LST DATE: 1 1 /5/96
SP PAGE: J007 DATE I REVISION I BY IAPP DWG. NAME: JR -12 SP PAGE: JO 13 1 DATE I REVIS
11R 111D L L 2 0 .0
T
.1
ILLUMINATION SYSTEM LEGEND
r
PLAN VIEW
4
y. x
,.. a cvou.
6' GRAVEL PAD
COMPACTED
TYPICAL A NCT10N BOX INSTALLATION DETAILS
m TYPE 'I' BOX
Gill TYPE 'u' Box
`0e.3/1G. 1%"
HOOK DETAIL PLAN SYMBOLS
JUNCTION BOX DETAILS
ADOPTED
jdjR )
CITY OF RENTON
Standard plans
LST DATE: 11/89
DWG. NAME: JR--36 SP PAGE: J016
CAUTION:
LOCA 77ON OF EXIS77NG U71LI7IES SHOWN IS
APPROXIMA 7E AND MAY NOT BE A CCURA TE
OR ALL INCL US/ VE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REOUIRED
AND FIELD VERIFY L OCA 77ON OF U TILT TIES
PRIOR TO PROCEEDING W/ TH CONSTRUCTION.
UNDERGROUND UTILITY &OTE: NMI
IIIIIIINII YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCA VA 77ON WHERE ANY UNDERGROUND
U 77L I TEES MA Y BE L OCA TED. FAIL URE TO DO SO COULD MEAN
BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE rNES THE
COST OF REPAIRS TO THE SERVICE).
FRO$8
T- 327303
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
TO TY STANDARDS
DATE
DATE
DATE
ra
NORTHWEST
TRA rFAC EXPERTS
10104 -111th Ave. N. E. Kirkland, WA 98033
Phone: 425.522.4118 Fax: 425.522.4311
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