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GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
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CALL BEFORE YOU DIG: 1- 800 - 424 -5555.
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GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
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LST DATE:; 11/7/96
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
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I
ADOPTED
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LST DATE:; 11/7/96
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555.
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A. WHITE JACKET (NEUTRAL)
B. BLACK JACKET (LINE)
C. GREEN JACKET (GROUND)
D'. RED JACKET (LOAD)
E. GREEN OR BARE WIRE (GROUND)
TO GROUND
ROD
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.
A
JUNCTION BOX DIMENSION TABLE i I
a 0
a
• Lid Support
'c
1
-0
L
C'°'
Q
U
W
Reinforcement
�
61 n
*GALVANIZED STEEL
•
L)
SIGNALS
c E
LIGHTING
Ok
M E
E
•
c N
-Form
L LTJ .1
f
Weld
Bead. Grind off Diamond
iA
W
Rig
DAT
EPDXY
777/7;
INLINE SPLICE
WYE SPLICE
12012M VAC
91
STREET LIGHTING CONTACTOR CABINET
WIRING SCHEMATIC
TYPE III SERVICE 120,/240 VOLT
TEST
SWITCH
TERMINAL
BLOCK —
`—PHOTO-CELL
L:r MOUNTED ON
NEAREST
LUMINAIRE
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)
TO GROUND
ROD
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.
A
JUNCTION BOX DIMENSION TABLE i I
a 0
a
• Lid Support
'c
1
-0
L
C'°'
Q
U
W
Reinforcement
�
61 n
*GALVANIZED STEEL
Cc
L)
SIGNALS
c E
LIGHTING
Ok
M E
E
• • rz •
c N
-Form
L LTJ .1
c
a v
Weld
Bead. Grind off Diamond
iA
W
Rig
DAT
letters.
Q
ILLUMINATION _SYSTEM LEGEND
ON
LLJ
V
cn
Z
�
o
z
o
.: ;.
EPDXY
777/7;
INLINE SPLICE
WYE SPLICE
12012M VAC
91
STREET LIGHTING CONTACTOR CABINET
WIRING SCHEMATIC
TYPE III SERVICE 120,/240 VOLT
TEST
SWITCH
TERMINAL
BLOCK —
`—PHOTO-CELL
L:r MOUNTED ON
NEAREST
LUMINAIRE
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)
TO GROUND
ROD
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.
A
JUNCTION BOX DIMENSION TABLE i I
• Frame
Diamond Plate Steel - A786
• Lid Support
1 6° in. Thick Sted C L a T. - A36
1
Diamond Plate Steel - A786
Anchors
Steel Wire or Tee Plate
Reinforcement
ASTM A -82 Steel
*GALVANIZED STEEL
LEGEND DETAIL (Mark
L)
SIGNALS
T F31
LIGHTING
TS-LT
• • rz •
��'
-Form
L LTJ .1
Letters with 1/8"
Weld
Bead. Grind off Diamond
Pattern before forming
letters.
ILLUMINATION _SYSTEM LEGEND
o
.: ;.
NORM
12"M
• Frame
Diamond Plate Steel - A786
• Lid Support
1 6° in. Thick Sted C L a T. - A36
• Lid
Diamond Plate Steel - A786
Anchors
Steel Wire or Tee Plate
Reinforcement
ASTM A -82 Steel
*GALVANIZED STEEL
LEGEND DETAIL (Mark
L)
SIGNALS
T F31
LIGHTING
TS-LT
TELEMETRY
TRAFFIC SIGNAL SYSTEM LEGEND
-Form
L LTJ .1
Letters with 1/8"
Weld
Bead. Grind off Diamond
Pattern before forming
letters.
ILLUMINATION _SYSTEM LEGEND
rl-
Imo''
FGU
ITE
AI`s" CIITiii€
%Qi4 - , To33W* 03
lPIRES 9/5/07
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1 -800- 424 -5555.