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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.
JUNCTION BOX DIMENSION TABLE
ITEM
Box
TYPE 1
PE 2
O
ALTERNATE 8
r
m
22
22'
33'
j22
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Box Outside Width
17
17
1 2
C
M
18"
19"
28"
D
Box Inside Width
13
14
17'
E
Ud Len th
18
r
26 12'
F
Lid Width
m
U
17"
_
m
n
12
12
H
Lid le Frame 0
th
II,
5 16
5 16
Ems°
Wall Thickness Min.
1 1/2"
1 1 2
1 1 1 2
ol
Wire Reinforcement
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T
W-2.5
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m
X
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See Detail
See Detail
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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.
JUNCTION BOX DIMENSION TABLE
ITEM
ITEM
Box
TYPE 1
PE 2
A
ALTERNATE 8
A
Box Outside length
22
22'
33'
j22
S
Box Outside Width
17
17
1 2
C
Box Inside Length
18"
19"
28"
D
Box Inside Width
13
14
17'
E
Ud Len th
18
18
26 12'
F
Lid Width
13"
13"
17"
G
Sax Depth
12
12
12
H
Lid le Frame 0
th
5 16
5 16
5 16
J
Wall Thickness Min.
1 1/2"
1 1 2
1 1 1 2
K
Wire Reinforcement
W -3
W -2.5
W-2.5
L
Le end
See Detail
See Detail
See Detail
ITEM
I MATERIALS
Box
6000 P9 concrete (See Notes)'
Frame
Diamond Plate Steel - A786
Lid Support
1 /8'Mn TWA Sled C, L or I. - A$ I
Lid
Diamond Plate Steel - A786
Anchors
Steel Wire or Tee Plate
Rehforcement
ASTM A -82 Steel
GALVANIZED STEEL
LEGEND DETAIL (Mark L)
"__I
SIGNALS
T 51
LIGHTING
SL
TS -LT
18
TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND
Form Letter. Wltb t /e• weld
Be d. Grind dell Dlamdnd
PalNrn bafara taminy
e tens.
4
L (TA
ILLUMINATION SYSTEM LEGEND
PLAN NEW
25'
30'
1
40'
SL
18
7
23 -3
33 -3
T
WI
1 0.188
FlEVn 10*1
0.219
liw
TmcAL ,MNCnax sox INSTAUAnw oEruLs
m ME 'r six, 0 TYPE '4' Box
Wn ne n".
noon XTNL PLAN smHoLs
JUNCTION BOX DETAILS
ADOPTED
CRY ar NENTON
♦ r
Standard plans
LST DATE:11 /89
DWG. NAME: JR -36 SP PAGE: J016
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
FRONT VIEW
SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
d 4
a
a FRONT VIEW SIDE VIEW
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TYPICAL JUNCTION BOX "C"
m CONCRETE PAD
M
„ 11-4--0" 1�—
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
z
0
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ADOPTED
i Cr" or ROITON
0
W LST nDATE: p10 /30/96
w neTC wcTnclnM av soda DWG. NAME: JR -36A SP PAGE: JO 15
0
z
R/W LINE
SIDEWALK
CURB
10' UTILITY EASEMENT
BROADWAY
— CURB
SIDEWALK
R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H
25'
30'
35'
40'
SL
18
3
23 -3
28 -3
33 -3
T
1 0.188
1 0.188
1 0.219
0.219
TAPERED ALUM. POLE
'T' WALL ALLOY 6063 -T6
SATIN GROUND FINISH
ROUND LUG
!SIDE POLE
1' -6"
W
STREET LIGHT —� WA
CONDUIT TRENCH DEPTH 24"
ALTERNATE STREET CROSS SECTION
1' -2"
2' TO 4'
OVERHANG
.H, 6.t
FACE OF CURB TO
CENTER OF FOLE
I
STREET LIGHT CONDUIT
TRENCH DEPTH 24"
TYPICAL STREET LIGHT
FOUNDATION LOCATION
(MODIFIED)
LIGHT BASE AND JUNCTION BOX LOCATIONS
® ADOPTED
cal Or RIRRON
Standard plans
LST DATE: 12/96
DWG. NAME: JR -35 SP PAGE: J014
im:
E2.2 STREET LIGHTING DETAILS
11200/