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R/W bNE
SIDEWALK
CURB
BROADWAY 10' UTILITY EASEMENT
R
CURB
SIDEWALK
R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H
25'
30'
35'
40'
SL
18' -3 "
3
' "
—3
T
0.188
1 0.188
1 0.219
1 0.219
6
4
7
C
8
LETTER
LETTER
SUFFIXED
PREFIXED
CITY
PUGET POWER
OWNED
OWNED
11111
R/W bNE
SIDEWALK
CURB
BROADWAY 10' UTILITY EASEMENT
R
CURB
SIDEWALK
R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H
25'
30'
35'
40'
SL
18' -3 "
3
' "
—3
T
0.188
1 0.188
1 0.219
1 0.219
1,_2„
TAPERED ALUM. POLE 2' TO 4'
To WALL ALLOY 6063 —T6 OVERHANG
SATIN GROUND FINISH of
HANDHOLE 4 "x6" 'SL'
OPENING W /COVER
& S.S. SCREWS.
GROUND LUG
INSIDE POLE
1,_6„
0 0�
STREET LIGHT
i'
CONDUIT TRENCH DEPTH 24"
ALTERNATE STREET CROSS SECTION
DATE I REVISION BY APPR
LIGHTING STANDARD & JUNCTION BOX
7' No-
0 O 0 o
v
D
ov oe O
v 0 0 e 0
4 o vD
e 4 e 4 O O 'DPLAN VIEW o O
3
O 0 4 4 o
o
� a eD e
tVv t> 01>1
STREET LIGHT POLE VJUNCTION BOX
SIDE VIEW
4" DEEP
INDIVIDUAL JUNCTION BOX
Ov Oo O pope O
o D v
0 o e ° p �e °a NOTE: CLASS 'B' CONCRETE
V) ° z p TO BE USED IN
w e 0mXXX DA 0 CONSTRUCTION OF PAD
d J O O
d o
p o D,p v vb o 1 CONCRETE PAD DETAILS
ADOPTED
PLAN VIEW CITY OF RENTON
Standard plans
LST DATE: 10/30/96
Z DATE REVISION BY PPR DWG. NAME: JR -07 SP PAGE: X
A
--.�
2' TO 4'
OVERHANG
E ANG
,H, S,
FACE OF CURB TO
CENTER OF 40LE
' SL'
"—STREET LIGHT CONDUIT
TRENCH DEPTH 24"
TYPICAL STREET LIGHT
FOUNDATION LOCATION
LIGHT BASE AND JUNCTION BOX LOCATIONS
ADOPTED
CITY OF RENTON
♦ ♦
Standard plans
LST DATE: 12/96
DWG. NAME: JR -35 SP PAGE: J014
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50OF
OR ABOVE.
MOUNTING
HEIGHT
15 FEET
NUMBERING EXAMPLES
CURB
Off,
c9
C
45°
TRAFFIC
FLOW
PLAN VIEW
0.188 WALL BRACKET
ALUM. ALLOY 6063-T6
1/2" BNC LOCKBOLT
GR. 18--8 S.S.
FLUSH JOINT
4-1/2- 0. D.
TAPERED ALUM. POLE
0.188 WALL ALLOY 6063 --T6
SATIN GROUND FINISH
151 HANDHOLE. 4 "x6" OPENING
SIZE AS REQUIRED
8N
4 -1 /2"
O.D. 2" N.P.S.
SLIPFITTER
5' -9" RADIUS
2'
2" N.P.S. SLIPFITTER
2" I
SINGLE OR DOUBLE MAST
ARM AS REQUIRED
W /COVER AND S.S. SCREWS 8" O.D. k,,
1
BASE FLANGE ALLOY 356 -T6 WITH GROUND LUG
BOLT COVERS do S.S. SCREWS
1 •_6»
F� -11 -1 /4" SQ.
11" TO 12" DI A.
BOLT CIRCLE 4 1/2" OF BOLT ABOVE
4" CONCRETE PAD FINISHED GRADE
(4) 1" BNC GALV. STEEL
ANCHOR BOLTS WITH 4' STANDARD 25 FOOT DAVIT POLE
NUTS AND WASHERS 1
4" ADOPTED
CITY OF RENTON
i) Standard plans
LST DATE: 10/30/96
REVISION BY APPR DWG. NAME: JR -01 SP PAGE: J002 DATE
TYPICAL LIGHT BASE AND JUNCTION BOX
' CONCRETE PAD
3 ►_ 0„
7-0" VARIABLE IN MIN.
1' -6"
0 ,
1 1
4"
T
1 3/,.— 2 n
4
I
DECAL:
RELECTORIZED 2"-- 2Y" �r_ of
GOTHIC GOLD 2r� 3
OR WHITE LEGEND
ON BLACK
BACKGROUND
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
CITY OF RENTON
(ii) Standard plans
LST DATE: 12/96
DWG. NAME: JR -09A SP PAGE: JO09
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
'T
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
jio 4'— 0 I—Ott
T
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
. ROLL :20.2 =FR 017
ADOPTED
CITY OF RZIMN
Standard plans
LST DATE: 11/7/96
DWG. NAME: JR -36A SP PAGE: JO15
2" BY 3/4„
REDUCING WASHER
3/4" ROMEX
CONNECTOR
WITH LOCKNUT
FOR 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 RENTON
Standard plans
LST DATE: 10/30/96
DWG. NAME: JR -05 SP PAGE: J006
T- 32(050 3
CAUTION:
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 EXCA VA TION 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).
RECOMMENDED j
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
14A CITY STANDARDS
DATE 4� V6
DATE r
' DATE
ra
NORTHWEST
TRAFF /C EXPERTS
10104 -111th Ave. N.E., Kirkland, WA 98033
Phone: 425.522.4118 Fax: 425.522.4311
11111110 1 12006
czm or 3 2405 03
NAI
wA
t
SSIONA �-�
�. -ri►
EXPO RES: 9/15/106
i
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can
x
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A x
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1
P
2
5
3
6
4
7
C
8
LETTER
LETTER
SUFFIXED
PREFIXED
CITY
PUGET POWER
OWNED
OWNED
CURB
Off,
c9
C
45°
TRAFFIC
FLOW
PLAN VIEW
0.188 WALL BRACKET
ALUM. ALLOY 6063-T6
1/2" BNC LOCKBOLT
GR. 18--8 S.S.
FLUSH JOINT
4-1/2- 0. D.
TAPERED ALUM. POLE
0.188 WALL ALLOY 6063 --T6
SATIN GROUND FINISH
151 HANDHOLE. 4 "x6" OPENING
SIZE AS REQUIRED
8N
4 -1 /2"
O.D. 2" N.P.S.
SLIPFITTER
5' -9" RADIUS
2'
2" N.P.S. SLIPFITTER
2" I
SINGLE OR DOUBLE MAST
ARM AS REQUIRED
W /COVER AND S.S. SCREWS 8" O.D. k,,
1
BASE FLANGE ALLOY 356 -T6 WITH GROUND LUG
BOLT COVERS do S.S. SCREWS
1 •_6»
F� -11 -1 /4" SQ.
11" TO 12" DI A.
BOLT CIRCLE 4 1/2" OF BOLT ABOVE
4" CONCRETE PAD FINISHED GRADE
(4) 1" BNC GALV. STEEL
ANCHOR BOLTS WITH 4' STANDARD 25 FOOT DAVIT POLE
NUTS AND WASHERS 1
4" ADOPTED
CITY OF RENTON
i) Standard plans
LST DATE: 10/30/96
REVISION BY APPR DWG. NAME: JR -01 SP PAGE: J002 DATE
TYPICAL LIGHT BASE AND JUNCTION BOX
' CONCRETE PAD
3 ►_ 0„
7-0" VARIABLE IN MIN.
1' -6"
0 ,
1 1
4"
T
1 3/,.— 2 n
4
I
DECAL:
RELECTORIZED 2"-- 2Y" �r_ of
GOTHIC GOLD 2r� 3
OR WHITE LEGEND
ON BLACK
BACKGROUND
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
CITY OF RENTON
(ii) Standard plans
LST DATE: 12/96
DWG. NAME: JR -09A SP PAGE: JO09
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
'T
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
jio 4'— 0 I—Ott
T
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
. ROLL :20.2 =FR 017
ADOPTED
CITY OF RZIMN
Standard plans
LST DATE: 11/7/96
DWG. NAME: JR -36A SP PAGE: JO15
2" BY 3/4„
REDUCING WASHER
3/4" ROMEX
CONNECTOR
WITH LOCKNUT
FOR 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 RENTON
Standard plans
LST DATE: 10/30/96
DWG. NAME: JR -05 SP PAGE: J006
T- 32(050 3
CAUTION:
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 EXCA VA TION 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).
RECOMMENDED j
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
14A CITY STANDARDS
DATE 4� V6
DATE r
' DATE
ra
NORTHWEST
TRAFF /C EXPERTS
10104 -111th Ave. N.E., Kirkland, WA 98033
Phone: 425.522.4118 Fax: 425.522.4311
11111110 1 12006
czm or 3 2405 03
NAI
wA
t
SSIONA �-�
�. -ri►
EXPO RES: 9/15/106
i
y
c
can
x
w
A x
rn
N
k*44