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EPDXY FILL EPDXY FILL
INLINE SPLICE
WYE SPLICE
SPLi ,E KIT
DIAMETER = 7/8
I- -4 -7/8 _L
LOAD LINE
1/4' FUSE 1/4"
1 /8„ 1/8"
CUTTING RINGS
FUSE KIT
FUSE KIT dr SPLICE KIT DETAILS
ADOPTED
CRP Or PE,:dN
4 rL�
ee.od.rd el.m
1317 DATL: 11 /s /se
. r,..r oax�.,. i av Inoaa•n DWG. NAME: JR -12 SP PAGE: J013
ep NOTES:
All dimensions are minimum. Exact configurations vary among different manufacturers.
The noted )id thickeners overall minimums. The Diamond Pattern for Type i or Type 2
Boxes shall be 28% minimum of overall thickness.
Lid support members shalt 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 o iD' X 27 1/2" 10
gage dvider plate complete with fasteners.
Non - concrete Boxes may be submitted for approval Evaluation will include an H -20
Load Test.
JUNCTION BOX DIMENSION TABLE
1 I
PUN MEW
oEV-Ox aLr
ITEM MATERIALS
Box - - 6000P51 cahaete See Notes
:Frame 01oenon6 %ate
+Lid art ) lh`sk Sted 4 l a L - Ar6
• Cid Dimnond fate -5ted - A786
Anchors Steel Wire or Tee Plate r aJ'vEt PID
COIIPACIFD
Reie(aramelt ASTM A -82 Steel
.GALVANIZED STEEL
rniceL ,uxcnaN eaz ixsruunav oeruis
LEGEND DETAIL (r•x L) I'� e6i icbf•i m mE •r aaz
SIGNALS a ME ti• eaz
LIGHTING T 51
TS -LT
TELEMETRY m"Pr'asd'"'- srsrEU LEOa+O
I JUNCTION BOX DETAILS
Fwm L"a•" •IN 1/9' YhW ` �� ADOPTED
emd. fiFd o.Jf 01•nmd 1 CI4Y OP NEMI'ON
Piw:.. e.m.e 7wrana �a Standard plans
uuwNAnw srsmi LEGEND 1ST DATE: 11
/89
DATE Rf- VISION BY APPR DWG. NAME: JR -36 SP PAGE: J016
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
7' -0" VARIABLE MIN.
U 1._6rr D
1' 1'
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD'
4 ^T
INSTALL DECAL NUMBERS
OX TYPE
VERTICALLY. INSTALL
IN DRY WEATHER 50 P
A
Box Outside ten 2
OR ABOVE.
22 3
NUMBERING EXAMPLES
Box aJisMe Width r
P
77 z
2 5
Sox Inside Length 1
3 6
79• 2
4 7
9os Inside Width 7
C 8
14• 1
17
Lid Length 1
LETTER LETTER
SUFFIXED PREFIXED
IB 2
POWER
D th 1
D
OIWNED OWNED
12 1
CURB
i
O!
5 16 5
C,9
MOUNTING
-f- 9c
HEIGHT
W -25
15 FEET
45
See Dalal D
TRAFFIC
FLOW
PLAN VIEW -
DECAL:
RELECTORIZED
GOTHIC GOLD 2 -2'/j 2%'-3"
OR WHITE LEGEND
ON BLACK
BACKGROUND
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
CITY OF RMON
Standard plans
LST DATE: 12/96
REVISION DWG. NAME: JR -09A SP PAGE: J009 .
EPDXY FILL EPDXY FILL
INLINE SPLICE
WYE SPLICE
SPLi ,E KIT
DIAMETER = 7/8
I- -4 -7/8 _L
LOAD LINE
1/4' FUSE 1/4"
1 /8„ 1/8"
CUTTING RINGS
FUSE KIT
FUSE KIT dr SPLICE KIT DETAILS
ADOPTED
CRP Or PE,:dN
4 rL�
ee.od.rd el.m
1317 DATL: 11 /s /se
. r,..r oax�.,. i av Inoaa•n DWG. NAME: JR -12 SP PAGE: J013
ep NOTES:
All dimensions are minimum. Exact configurations vary among different manufacturers.
The noted )id thickeners overall minimums. The Diamond Pattern for Type i or Type 2
Boxes shall be 28% minimum of overall thickness.
Lid support members shalt 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 o iD' X 27 1/2" 10
gage dvider plate complete with fasteners.
Non - concrete Boxes may be submitted for approval Evaluation will include an H -20
Load Test.
JUNCTION BOX DIMENSION TABLE
1 I
PUN MEW
oEV-Ox aLr
ITEM MATERIALS
Box - - 6000P51 cahaete See Notes
:Frame 01oenon6 %ate
+Lid art ) lh`sk Sted 4 l a L - Ar6
• Cid Dimnond fate -5ted - A786
Anchors Steel Wire or Tee Plate r aJ'vEt PID
COIIPACIFD
Reie(aramelt ASTM A -82 Steel
.GALVANIZED STEEL
rniceL ,uxcnaN eaz ixsruunav oeruis
LEGEND DETAIL (r•x L) I'� e6i icbf•i m mE •r aaz
SIGNALS a ME ti• eaz
LIGHTING T 51
TS -LT
TELEMETRY m"Pr'asd'"'- srsrEU LEOa+O
I JUNCTION BOX DETAILS
Fwm L"a•" •IN 1/9' YhW ` �� ADOPTED
emd. fiFd o.Jf 01•nmd 1 CI4Y OP NEMI'ON
Piw:.. e.m.e 7wrana �a Standard plans
uuwNAnw srsmi LEGEND 1ST DATE: 11
/89
DATE Rf- VISION BY APPR DWG. NAME: JR -36 SP PAGE: J016
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
7' -0" VARIABLE MIN.
U 1._6rr D
1' 1'
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD'
4 ^T
TYPE 1
OX TYPE
TYPE 2
/89
DATE Rf- VISION BY APPR DWG. NAME: JR -36 SP PAGE: J016
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
7' -0" VARIABLE MIN.
U 1._6rr D
1' 1'
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD'
4 ^T
TYPE 1
OX TYPE
TYPE 2
A
Box Outside ten 2
22 2
22 3
33
Box aJisMe Width r
re 7
77 z
zz 1 2
Sox Inside Length 1
18° 7
79• 2
28"
9os Inside Width 7
73 1
14• 1
17
Lid Length 1
18• I
IB 2
26 ] 2"
D th 1
12 1
12 1
12
�ox D
5/16" 5
5 16 5
5 16
T/re Reniorcereent W
W -3 W
W -2.5 W
W -25
11-egend. S
SesDetad S
See Dalal D
Detail
ITEM T
TYPE 1
OX TYPE
TYPE 2
A
Box Outside ten 2
22 2
22 3
33
Box aJisMe Width r
re 7
77 z
zz 1 2
Sox Inside Length 1
18° 7
79• 2
28"
9os Inside Width 7
73 1
14• 1
17
Lid Length 1
18• I
IB 2
26 ] 2"
D th 1
12 1
12 1
12
�ox D
5/16" 5
5 16 5
5 16
T/re Reniorcereent W
W -3 W
W -2.5 W
W -25
11-egend. S
SesDetad S
See Dalal D
Detail
�
FRONT VIEW SIDE VIEW
0
OFF"R-
1uxTax
4 e!®
Standard plans.
IST DATE: 10/30/96
RFVI51()N Rv aRa DWG. NAME: JR -36A SP PAGE: Ji
10'
UTILITY EASEMENT
3
1' -2" i
2 TO 4'
OVERHANG ,
rHr 6.5'
FACE OF CU B TO
CENTER OF OLE
STREET LIGHT CONDUIT
TRENCH DEPTH 24"
TYPICAL STREET LIGHT
FOUNDATION LOCATION
(MODIFIED)
LIGHT BASE AND JUNCTION BOX LOCATIONS
ADOPTED
err OF mexTOx
• Standard plans
IST DATE: 12/56
DWG. NAME: JR -35. SP PAGE:
.JOt4
N
R /W_LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW'
H 25' 30' 35' 40'
SL 18 -3 � 7VERHAN�G
T 0:188 0 ALUM. POLE rTAPERED
Y WALLALLOY 6063 -6
SATIN GROUND FINISH I
uenlnuni c A ".,a^ H ! r
J LUir
POLE rd
�`+� � STREET. LIGHT -�
CONDUIT TRENCH DEPTH
24"
ALTERNATE STREET CROSS SECTION
E2.4 STREET LIGHTING D�TAIL
S I
C4'•T•'icMSO4 �$'12CM17
J LUir
POLE rd
�`+� � STREET. LIGHT -�
CONDUIT TRENCH DEPTH
24"
ALTERNATE STREET CROSS SECTION
E2.4 STREET LIGHTING D�TAIL
S I
C4'•T•'icMSO4 �$'12CM17