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10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H
25'
30'
35'
40'
SL
18'-3"
23'-3"
28'-3"
33'-3"
T
0.188
0.188
0.219
1 0.219
TAPERED ALUM. POLE
T WALL ALLOY 6063-T6
SATIN GROUND FINISH
HANDHOLE 4"x6"
OPENING W/COVER
& S.S. SCREWS.
GROUND LUG
INSIDE POLE
1'-2"
2' TO 4'
OVERHANG
'H'
II
STREET LIGHT
CONDUIT TRENCH DEPTH 24"
ALTERNATE STREET CROSS SECTION
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DATE
REVISION
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LIGHTING STANDARD 8c
JUNCTION BOX
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CONCRETE PAD DETAILS
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1' ADOPTED
PLAN VIEW CITY OF RENTON
Standard plans
st
1 LST DATE: 10/30/96
cj
Z DATE T REVISION BY APPR DWG. NAME: JR-07 SP PAGE: J00
1'-2
11
2' TO 4'
OVERHANG
,H, 8,
' SL'
FACE OF CUgB TO
CENTER OF ROLE
0%
.STREET LIGHT CONDUIT
TRENCH DEPTH 24"
TYPICAL STREET LIGHT
FOUNDATION LOCATION
MC
HE
15
LIGHT BASE AND JUNCTION BOX LOCATIONS
ADOPTED
CITY OF REWON
♦ ♦',.,'.
Standard plans
LST DATE: 12/96
DWG. NAME: JR-35 SP PAGE: JO14
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
�q IN DRY WEATHER 50OF
I I OR ABOVE.
C�
1
P
2
5
3
6
4
7
C
8
LETTER
LETTER
SUFFIXED
PREFIXED
CITY
PUGET POWER
OWNED
OWNED
CURB
45"
TRAFFIC
FLOW ,
PLAN VIEW
DECAL:
RELECTORIZED
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
BACKGROUND
4
12
0.188 WALL BRACKET
ALUM. ALLOY 6063-T6
1 /2" BNC LOCKBOLT
GR. 18-8 S.S.
FLUSH JOINT
4-1/2" O.D.
TAPERED ALUM. POLE
0.188 WALL ALLOY 6063-T6
SATIN GROUND FINISH —
151 HANDHOLE. 4"x6" OPENING
W/COVER AND S.S. SCREWS
BASE FLANGE ALLOY 356-T6 WITH
BOLT COVERS & S.S. SCREWS —
SIZE AS REQUIRED
8"
74-1 /2"
O.D.
5'-9" RADIUS
18'-3"
SHAFT
[--11-1/4" SQ.
2" N.P.S.
SLIPFITTER
11" TO 12" DIA.
BOLT CIRCLE----m
4 1/2" OF BOLT ABOVE
4" CONCRETE PAD _FINISHED GRADE
(4) 1" BNC GALV, STEEL
°
2'
25'-0"
ANCHOR BOLTS WITH 4' STANDARD 25 FOOT DAVIT POLE
NUTS AND WASHERS
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
r+46��4. CITY OF RZWON
Standard plans
LST DATE: 12/96
DWG. NAME: JR-09A SP PAGE: J009
4"
0
4"
2" N.P.S. SLIPFITTER
2»
SINGLE OR DOUBLE MAST
ARM AS REQUIRED
ADOPTED
CITY OF WffON
♦ >
Standard plans
-c LST DATE: 10/30/96
R DWG. NAME: JR-01 SP PAGE: J002I DATE
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
"
7'-0" 3'-0
VARIABLE MIN.
FRONT VIEW
SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
4" °. .. .
I I
FRONT VIEW
I�3' - 0"-�I
°.
L -J
SIDE VIEW
TYPICAL JUNCTION BOX "C" _
CONCRETE PAD
I I I I
*1-------- L -J
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
ADOPTED
CITY OF RENTON
Standard plans
oio LST DATE: 11/7/96
DWG. NAME: JR-36A SP PAGE: J015
2" BY 3/4"
REDUCING WASHER
3/4" ROMEX
CONNECTOR
WITH LOCKNUT
LFOR DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
MAST ARM WIRING DETAIL
STRAIN RELIEF DETAIL
ADOPTED
CITY OF RE MN
Standard plans
1 LST DATE: 10/30/96
REVISION IBY PPR DWG. NAME: JR-05 SP PAGE: J006
CA UT/ D N:
LOCATION OF EXISTING UTILITIES SHOWN IS
APPROXIMATE AND MAY NOT BE ACCURATE
OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
AND FIELD VERIFY LOCATION OF UTILITIES
PRIOR TO PROCEEDING WITH CONSTRUCTION.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND
UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN
BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
COST OF REPAIRS TO THE SERVICE).
R1 7COrPl-7 OtPAW//VG
345007
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
Traff
NORTHWEBT �X
TRAFFIC EXPERTS
10104 -111th Ave. N.E., Kirkland, WA 98033
Phone:425.522.4118 Fax:425.522.4311
WA
`'TONAL �;
�A
EXPIRES: 9/15/12—�