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FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE —TO LUMINAIRE
KITS — S.E.C. OR EQUAL
TYPICAL DESIGN "B"
JUNCTION BOX- 114 of MINIMUM
SPLICE KITS GROUND LUG DRAIN HOLE
CLEAR EPDXY SPLICE to
KITS ON ALL THRU 2 MIN. GROUT
WIRE RUNS UNDER POLE FOUNDATION TO CONCRETE
4" CONCRETE BASE LEVEL WITH
PAD 5 OP OF SIDEWALK
r 9" — R CURB.
IIII"1111- 'VI 0
#s BARE = 1111 =1 =III a.-=11 =III= II =III1 -1111
COPPER lII= 1111 ^1111 =1111
GROUND WIRE F 1111=
1 — #8 GREEN GROUND
01 _ CLAMP 4,
2— (SIZED AS REQ'D) PVC CONDUIT
LIGHTING SYSTEM SYSTEM
WIRES TO CONTACTOR
CONCRETE
5/8 "x8' V FOUNDATION '- 3 9 SQ.
COPPER —CLAD OR DIA.
GROUND ROD
TYPICAL
LIGHTING
UNDERGROUND
SYSTEM
Y ADOPTED
CITY OF RENTON
,p
Hit � Standard plena
-�
LST DATE: 12/96
DATE I REVISION I BY APPR DWG. NAME: JR -06
C. Uwlaft 11781 I @MNPWW CLAIM -OF TM A Amy NMIIrJIMM19.1711 PW 1 1
r
SP PAGE: J007
EPDXY
zo—; V/
�I�Ir
EPDXY FILL
SPLICE KIT
DIAMETER 7/8"
LOAD LINE
114 FUSE 1/4 91
1/8 0 11/8
On -- . I P -.I-
R I M Fn?
-CUTTING RINGS
FUSE KIT
FUSE KIT & SPLICE KIT DETAILS
V Y ADOPTED
CITY OF RENTON
,p Standard plans
N LST DATE: 11/5/96
TE REVISION BY APPR DWG. NAME: JR -12 SP PAGE: J013
IRO L I L 0 20.0
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.
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 27 112" 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
1
BOX TYPE
Ld
TYPE 2
J
W l) Z
Q
13
0
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W
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W
Y,
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE —TO LUMINAIRE
KITS — S.E.C. OR EQUAL
TYPICAL DESIGN "B"
JUNCTION BOX- 114 of MINIMUM
SPLICE KITS GROUND LUG DRAIN HOLE
CLEAR EPDXY SPLICE to
KITS ON ALL THRU 2 MIN. GROUT
WIRE RUNS UNDER POLE FOUNDATION TO CONCRETE
4" CONCRETE BASE LEVEL WITH
PAD 5 OP OF SIDEWALK
r 9" — R CURB.
IIII"1111- 'VI 0
#s BARE = 1111 =1 =III a.-=11 =III= II =III1 -1111
COPPER lII= 1111 ^1111 =1111
GROUND WIRE F 1111=
1 — #8 GREEN GROUND
01 _ CLAMP 4,
2— (SIZED AS REQ'D) PVC CONDUIT
LIGHTING SYSTEM SYSTEM
WIRES TO CONTACTOR
CONCRETE
5/8 "x8' V FOUNDATION '- 3 9 SQ.
COPPER —CLAD OR DIA.
GROUND ROD
TYPICAL
LIGHTING
UNDERGROUND
SYSTEM
Y ADOPTED
CITY OF RENTON
,p
Hit � Standard plena
-�
LST DATE: 12/96
DATE I REVISION I BY APPR DWG. NAME: JR -06
C. Uwlaft 11781 I @MNPWW CLAIM -OF TM A Amy NMIIrJIMM19.1711 PW 1 1
r
SP PAGE: J007
EPDXY
zo—; V/
�I�Ir
EPDXY FILL
SPLICE KIT
DIAMETER 7/8"
LOAD LINE
114 FUSE 1/4 91
1/8 0 11/8
On -- . I P -.I-
R I M Fn?
-CUTTING RINGS
FUSE KIT
FUSE KIT & SPLICE KIT DETAILS
V Y ADOPTED
CITY OF RENTON
,p Standard plans
N LST DATE: 11/5/96
TE REVISION BY APPR DWG. NAME: JR -12 SP PAGE: J013
IRO L I L 0 20.0
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.
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 27 112" 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
ITEM
BOX TYPE
TYPE 1
TYPE 2
ALTERNATE A
ALTERNATE B
A
Box Outside lea th
22"
22"
o�
�
Box Outside Width
o
W
W
u
ww
19"
28"
<
Box Inside Width
Q
14'
W
0:
I
CL
d
18"
26 1/21.
F
ILid Width
13"
13"
17"
G
Box Depth
12'
Ly
12"
Lid do Frame D ith
5 16"
5/16"
LI
Wall Thickness Min
1 1/2"
1 1 1/2"
1 112"
L.
Wire Reinforcement
W -3
W -2.5
W- 2.5
Q
See Detail
I See Detail
See Detail
Li
1- --
<;7
Y,
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE —TO LUMINAIRE
KITS — S.E.C. OR EQUAL
TYPICAL DESIGN "B"
JUNCTION BOX- 114 of MINIMUM
SPLICE KITS GROUND LUG DRAIN HOLE
CLEAR EPDXY SPLICE to
KITS ON ALL THRU 2 MIN. GROUT
WIRE RUNS UNDER POLE FOUNDATION TO CONCRETE
4" CONCRETE BASE LEVEL WITH
PAD 5 OP OF SIDEWALK
r 9" — R CURB.
IIII"1111- 'VI 0
#s BARE = 1111 =1 =III a.-=11 =III= II =III1 -1111
COPPER lII= 1111 ^1111 =1111
GROUND WIRE F 1111=
1 — #8 GREEN GROUND
01 _ CLAMP 4,
2— (SIZED AS REQ'D) PVC CONDUIT
LIGHTING SYSTEM SYSTEM
WIRES TO CONTACTOR
CONCRETE
5/8 "x8' V FOUNDATION '- 3 9 SQ.
COPPER —CLAD OR DIA.
GROUND ROD
TYPICAL
LIGHTING
UNDERGROUND
SYSTEM
Y ADOPTED
CITY OF RENTON
,p
Hit � Standard plena
-�
LST DATE: 12/96
DATE I REVISION I BY APPR DWG. NAME: JR -06
C. Uwlaft 11781 I @MNPWW CLAIM -OF TM A Amy NMIIrJIMM19.1711 PW 1 1
r
SP PAGE: J007
EPDXY
zo—; V/
�I�Ir
EPDXY FILL
SPLICE KIT
DIAMETER 7/8"
LOAD LINE
114 FUSE 1/4 91
1/8 0 11/8
On -- . I P -.I-
R I M Fn?
-CUTTING RINGS
FUSE KIT
FUSE KIT & SPLICE KIT DETAILS
V Y ADOPTED
CITY OF RENTON
,p Standard plans
N LST DATE: 11/5/96
TE REVISION BY APPR DWG. NAME: JR -12 SP PAGE: J013
IRO L I L 0 20.0
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.
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 27 112" 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
ITEM
ITEM
BOX TYPE
TYPE 1
TYPE 2
ALTERNATE A
ALTERNATE B
A
Box Outside lea th
22"
22"
33"
Reinforcement
Box Outside Width
17"
17"
221 2
Box Inside Length
18 '
19"
28"
Box Inside Width
13"
14'
17"
E
Lid Length
18"
18"
26 1/21.
F
ILid Width
13"
13"
17"
G
Box Depth
12'
12"
12"
Lid do Frame D ith
5 16"
5/16"
5Z1_6
Wall Thickness Min
1 1/2"
1 1 1/2"
1 112"
Wire Reinforcement
W -3
W -2.5
W- 2.5
Le end
See Detail
I See Detail
See Detail
ITEM
MATERIALS
Box
6000 PSI concrete See Notes
Frame
Diomond 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) -� Nam,
SIGNALS _
LIGHTING
TS —LT
TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND
—Form Letters with 1/8" Weld
Bead. Grind off Diamond
Pattern before forming
letters.
TE
VISI
I LT.
iI' Norm.
ILLUMINATION SYSTEM LEGEND
)N I BY IAPPR
r
x
ELEVATION VIEW
r MCI Dos _
X. ON COMM11T MAX
rw
6' GRAVEL PAD
COMPACTED
TYPICAL JUNCTION BOX INSTALLATION DETAILS
Ud TYPE Y BOX
Q TYPE 11' Box
H" DETAIL PLAN S�VBOLS
(t wa., o.. LW)
JUNCTION BOX DETAILS
Y ADOPTED
CITY OF RENTON
,p Standard plans
N LST DATE: 1 1/89
DWG. NAME: JR -36 SP PAGE: J016
T 32003
0
F Ft 0'3.3
*ASh�C
fC r S T Eft"
N
JS'ONAL E '0-10-05
1EXPIRES 9/7j v,
M
irai MIRAI ASSOCIATES, INC.
11410 NE 122ND WAY, SUITE 320
TT8II3pOttatlOII KIRKLAND, WA 98034 -6927
Planning & rEL- 425.820.0100
Engineering FAX - 425.821.1750
RECOMMENDED
FOR APPROVAL
BY
efr
eY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
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