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SIZE AS
SIZE AS
TYP. CONC. PAD R W LINE
2
REQUIRED
REQUIRED
SIDEWALK
a
0.188 WALL BRACKET 8 20
ALUM. ALLOY 6063 -T6
0.188 WALL BRACKET 'I f"8 _2o'
ALUM_ ALLOY 6063-T6
CURB
4 -1 /2" 2" N.P.S.
4 1/2" 2" N.P.S.
w
RLW AT BACK UTILITY EASEMENT
O.D. SL FITTER
O.D. SLIPFITTER
BROADWAY
OF SIDEWALK �10'
1/2" BNC LOCKBOLT 5' -9" RADIUS
1/2" BNC LOCKBOLT 5' 9" RADIUS
GR. 18 -8 S.S.
GR- 18 -8 S.S.
of TCURB
FLUSH JOINT , �1' -2"
FLUSH JOINT 1'-2"
SIDEWALK
Ad
U)
4 -1/2" O:D.
4 -1/2" O.D.
J
R/W LINE
W10'
Ld M
TAPERED ALUM. POLE
TAPERED ALUM. POLE
MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
Z Z
g O
0.188 WALL ALLOY 6063 -T6
SATIN GROUND FINISH 30' -O"
0.188 WALL ALLOY 6063 -T6
SATIN GROUND FINISH 25' 0 "H
SL,
qFB
0 ¢
23' -3"
18' 3"
O Z
SHAFT
SHAFT
O
25' 30' 35` 40'
CH
W
J
SL 18-3 23-3 28' -3" 33' -3"
0219 1' -2'
T 0.188 0.188 0:219
W
151 HANDHOLE. 4 "x6" OPENING
151 HANDHOLE. 4 "x6" OPENING
TAPERED ALUM. POLE 2' TO 4'
OVERHANG
'T' WALL ALLOY 6063 -T6
SATIN GROUND FINISH
\ `••
_
STREET LIGHT CONDUIT
W /COVER AND S.S. SCREWS 8' O.D.
W /COVER AND S.S. SCREWS 8" O.D.
H,
- BASE FLANGE ALLOY 356 -T6 .WITH GROUND LUG
BOLT COVERS & S.S. SCREWS 1' -6"
�I 111 -1/4" SQ.
11" TO 12" DIA.
BASE. FLANGE ALLOY 356 =T6 WITH GROUND LUG
BOLT COVERS & S.S. SCREWS 1' 6"
-I I--11 1/4" SQ.
11" TO 12" DIA.
HANDHOLE 4 "x6" 'SL'
OPENING'W /COVER
GROUNDS LUGREWS.
INSIDE POLE
TRENCH DEPTH 24"
OO
o
°
oE
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
ANCHOR BOLTS WITH 4'
1' -6"
;, j o / o I
STREET LIGH�
41)
=SIDE'NALKSOH
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ANCHOR BOLTS' WITH 4'
CONDUIT TRENCH DEPTH 24"
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NUTS AND WASHERS =�
NUTS AND WASHERS P
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LLJ
4„
ALTERNATE STREET CROSS SECTION.
U
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(MODIFIED)'
E
STANDARD 30 FOOT DAVIT POLE
STANDARD 25 FOOT DAVIT POLE
LIGHT BASE AND JUNCTION BOX LOCATIONS
7l'
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ADOPTED
- ADOPTED
ADOPTED
.°. �I
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CrrY OF RENTON
♦ *
O Standard plans
CITY OF RENTON
♦ *
. Standard plans
♦ .• ♦ CCITY OF RFMON
��� Standard plans
and
O2
LST DATE: 12/96
a
NT LST DATE: 10/30/96
DATE REVISION BY APPR' DWG. NAME: JR -02 SP PAGE: J003
LST DATE: 10/30/96
DATE REVISION : BY APPR' DbVG. NAME: JR -01 SP PAGE: J002
- DATE.:
REVISION BY APPR'
t
DWG. NAME: JR -35 SP PAGE: J014
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12
g
2" N.P.S. SLIPFITTER
j�
INSTALL TIICALLY. INSTALL VERTICALLY.
IN DRY WEATHER 50 P
OR ABOVE.
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
T -0" VARIABLE MIN'
2°
NUMBERING EXAMPLES
��V-6"
O
w
oz�
BRACKET CABLE
2 5
3 6
1 1
4 T �•
go% 04
2" BY 3/4"
REDUCING WASHER
4 7:
C 8
LETTER LETTER
SUFFIXED PREFIXED
CITY ': PUGET POWER
FRONT VIEW SIDE VIEW
x x
x
OWNED .OWNED
s
erc rc
a
Wa a
g
TYPICAL JUNCTION BOX "B"
RECOMMENDED FOR APPROVAL
CURB
CONCRETE PAD
BY DATE
Of
a
3/4" ROMEX
CONNECTOR
WITH LOCKNUT
9(�
HEEIIGHTING 9cF
4„ . �,. = e.. a
BY DATE
BY DATE
N
a
°
3/4,
15 FEET 45o
TRAFFIC
FRONT VIEW SIDE vlEw
x
RECORD DOCUMENT
CO
SINGLE OR DOUBLE MAST
ARM AS REQUIRED
.
FLOW_
BY 0.41 u"' � W" "'��- DATE
1'' 2"
/ <
PLAN VIEWI
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
4' 0' I- — 3'-0"
S Z 'WA 1H
DECAL'
RELECTORIZED 2 %z I ,
2 -
4
OV
y y
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
GOTHIC GOLD 2X' -3"
OR WHITE LEGEND
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o
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ON BLACK
FRONT VIEW SIDE VIEW
Po +e
rn
ARE ON SAME CIRCUIT
BACKGROUND IF
&I
! =•ass
Of
MAST ARM WIRING DETAIL
,EXPIRES 01/31/07
3
o
STRAIN RELIEF DETAIL
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
TYPICAL CONCRETE PAD DETAILS
a
HERMAN TRAFFIC ENGINEERING
>Y
lG�
Y ADOPTED
Y ADOPTED
Y ADOPTED
15324 Southeast 133rd Court, Renton, Washington 98059
11I
CITY OF RENTON
♦ ♦
U CITY OF RENTON
♦ ♦
CITY OF RENTON
♦ ♦
+ Standard plans
A®
FNT LST DATE: 10/30/96
=•- Standard plans
NT LST DATE: 12/96
p- Standard plans
LST DATE: 10/30/96
425 - 277 -1740 tel. 425 - 277 -5718 fax hte @comcast. net
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DATE REVISION DWG. NAME: JR -05 SP PAGE: J006
A REVISION p DWG. NAME: JR -09A SP PAGE: J009
DATE
REVISION PP • DWG. NAME: JR -36A SP PAGE: J015
R-0- LL 207
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