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SIZE AS
SIZE AS
TYP. CONC. PAD R/W LINE
REQUIRED
REQUIRED
SIDEWALK
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0.188 WALL BRACKET �I 8 20
ALUM. ALLOY 6063 -T6
0.188 WALL BRACKET `8 20
ALUM- ALLOY 6063-T6
CURB
4 -1/2" 2" N.P.S.
2" N.P.S.
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BACK
R/W
O.D. SLIPFITTER
LIPFITTER
CROADWAY
OF SIDEWALK
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1/2" BNC LOCKBOLT 5' -9" RADIUS
GR. 18 -8 S.S.
1/2" BNC LOCKBOLT DIUS
GR. 18 -8 S.S.
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FLUSH JOINT 1' -2"
FLUSH JOINT 1
CURB
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4 -1/2" O.D. /
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4 -1/2' O.D.
SIDEWALK
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R/W LINE
1'-2"
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TAPERED ALUM. POLE
TAPERED ALUM. `POLE
10' 'MIN.
CLEARANCE FROM DRIVEWAY
VIEW
2' TO 4'-
OVERHANG VARIES
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0.188 WALL ALLOY 6063 -T6
SATIN GROUND FINISH 25' -0"
18' -3"
0.188 WALL ALLOY 6063 -T6
SATIN GROUND FINISH 30' 0"
23' 3"
ALTERNATE PLAN
H 5' -7.5'
SL,
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SHAFT
SHAFT
FACE OF CU B TO
OF OLE
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H 75' 30' 35' 40'
CENTER
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SL 18'-3"123'-3" :28' 3" r33' 3"
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T 0.188 0.188 0.219 0.219 1'-2"
C9
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151 HANDHOLE. 41/x6" OPENING
W /COVER AND S.S. SCREWS 8' O.D.
151 HANDHOLE. '41/x6" OPENING -
W -COVER AND S.S. SCREWS 8" O.D.
TAPERED ALUM. POLE 2' TO 4'
'T' WALL ALLOY 6063 -T6 OVERHANG
SATIN GROUND FINISH
"
"
STREET LIGHT CONDUIT
H,
TRENCH DEPTH 24"
BASE FLANGE ALLOY 356 -T6 WITH r-GROUND UG
BASE FLANGE ALLOY 356, T6 WITH �,- GROUND LUG
HANDHGLW /COVER SL'
BOLT COVERS & S.S. SCREWS 1' -6••
BOLT COVERS &'S.S. SCREWS 1' g" ,
& S.S. SCREWS.
TYPICAL STREET LIGHT
�1 X11 -1/4" SQ. _
11" TO 12" DIA.
�I 111 1/4" SQ.
11" TO 12" DIA.
GROUND LUG
INSIDE POLE
FOUNDATION LOCATION
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BOLT CIRCLE
4 1/2" OF BOLT ABOVE
4" CONCRETE PAD FINISHED GRADE
(4) 1" BNC GALV. STEEL
BOLT CIRCLE 4 1/2" OF BOLT ABOVE
4" CONCRETE PAD : FINISHED GRADE
(4) 1" BNC GALV. STEEL s
1' -6" "
5` 0 / 0 I
STREET LIGHT
NOTE: SIDEWALK LOCATED BEHIND
LIGHT STANDARD NO. 2
3Q
ANCHOR BOLTS WITH 4'
ANCHOR BOLTS WITH 4'
CONDUIT TRENCH DEPTH 24"
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NUTS AND WASHERS r
NUTS AND WASHERS P
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4„
4„
ALTERNATE STREET CROSS SECTION
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(MODIFIED)
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STANDARD 25 FOOT DAVIT POLE
STANDARD 30 FOOT DAVIT POLE
LIGHT BASE AND JUNCTION BOX LOCATIONS
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Y ADOPTED
Y' ADOPTED
ADOPTED
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CITY OF RENTON
+ + .Standard plans
CITY OF RENTON
± + :Standard plans.
- CITY OF RENTON
Standard plans
N LST DATE: 10/30/96
DATE REVISION BYAPPR' DWG. NAME: JR -01 SP PAGE: JOD2
T LST DATE: 10/30/96
DATE REVISION - " BY APPR' DWG. NAME: JR" -02 SP PAGE: J003
DATE
REVISION BY APPR D
c LST DATE: 12/96
DWG. NAME: JR -35 SP PAGE: J014
F
p
2" N.P.S. SLIPFITTER
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50`13
OR !ABOVE.
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
a
7' -0" _ VARIABLE 3' -0"
' 1' -6" MIN.
2"
NUMBERING EXAMPLES
_
BRACKET CABLE
1' P
2 5
1' 1'
3 6
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_—
Z2"
4' 7
C 8
0
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T-3Z7402-
BY 3/4
REDUCING WASHER
LETTER LETTER
SUFFIXED PREFIXED
CITY. PUGET POWER
FRONT VIEW SIDE VIEW
x
x
x
'OWNED OWNED
B�
e
TYPICAL JUNCTION BOX "B"
RECOMMENDED FOR APPROVAL
CURB
CONCRETE PAD
BY DATE
OL
�F
"
3/4" ROMEX
T CONNECTOR
WITH LOCKNUT
3�4„
1
0
MOUNTING + 9pF
HEIGHT
15 FEET 450
TRAFFIC
A o A
Ll
FRONT VIEW SIDE VIEW
BY DATE
BY DATE
c
w
o
m
RECORD DOCUMENT
SINGLE OR DOUBLE MAST L
ARM AS REQUIRED
FLOW
13/4' -2"
TYPICAL JUNCTION BOX "C"
BY r':�/� �- '7`�"'� DATE 2'z�`O7
PLAN VIEW
CONCRETE PAD
DECAL
RELECTORIZED
2"- 2Y
°.°° ....
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FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
GOTHIC GOLD 2%B' -3'
OR WHITE LEGEND
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2
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BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
FRONT VIEW SIDE VIEW
oFSecisrepEGp��
�
ARE ON SAME CIRCUIT
BACKGROUND
3 /ONAL.EF
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MAST ARM WIRING DETAIL
EXPIRES 01/31'0'
TYPICAL CONCRETE PAD DETAILS
uC�nAA^'
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STRAIN RELIEF DETAIL
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
TRAFFIC ENGINEERING
fl C I V' I V C' V V 1 V
Y ADOPTED
Y ADOPTED
Y ADOPTED
—
15324 Southeast 1 33rd Court, Renton, Washington 98059
CITY OF RENTON
+ +
Standard
•
U CITY OF RENTON
+ +
=`- Standard
CITY OF RENTON
♦ +
Standard plans
0
plans
LST DATE: 10/30/96
plans
NS LST DATE: 12/96
p=�` =
T LST DATE: 10/30/96
425 277 -1740 tel. 425 277 -5778 fax hte @comcast.net
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DATE REVISION DWG. NAME: JR -05 SP PAGE: J006
DATE REVISION Y R' DWG. NAME: JR -09A SP PAGE: J009
DATE
REVISION Y P DWG. NAME: JR -36A SP PAGE: JO 15
ws++vncae SOW YIi Z1AN �v- - .�,-rv�
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