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R/W LINE
CONC. PAD
0.188 WALL BRACKET
SIZE AS REQUIRED
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8" I
2'
2" N.P.S. SLIPFITTER
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SIDEWALK
ALUM. ALLOY 6053 -T6
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CURB
.D. " N.P.S.
O.D. z
SLIPFITTER
5' -9" RADIUS
2"
} CROADWAY
10' UTILITY EASEMENT -�
R W
1/2° BNC LOCKBOLT
GR. 18 -8 S.S.
FLUSH JOINT
1 -2"
BRACKET CABLE
4-1/2° Q.D.
f
S DEWALK
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R/W LINE
1'_2"
2" BY 3/4"
Fes-
d W
CJ
10' MIN.
CLEARANCE FROM DRIVEWAY
2' 4'
OVERHANG
REDUCING WASHER
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ALTERNATE PLAN VIEW
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TAPERED ALUM. POLE
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0.188 WALL ALLOY 6063 -T6
SATIN GROUND FINISH
25 -0"
:D Q
FACE OF CU,B TO
CENTER OF OLE
3/4" ROMEX
Q
H 25' 30' 35' 40'
SHAT
CONNECTOR
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WITH LOCKNUT
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T 0.188 0.188 0.219 0.219 1' -2"
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TAPERED ALUM, POLE 2' TO 4'
°
'T' WALL ALLOY 6063 -T6 OVERHANG
SINGLE OR DOUBLE MAST
SATIN GROUND FINISH
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STREET LIGHT CONDUIT
TRENCH DEPTH 24"
ARM AS REQUIRED
4 °x6"
OPENING W /COVER I SL'
HAS6SL
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151 HANDHOLE. 4 "x6" OPENING
SC
& S.S. SCREWS.
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TYPICAL STREET LIGHT
W /COVER AND S.S. SCREWS
a° O.D.
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GROUND LUG
INSIDE POLE
6"
FOUNDATION LOCATION
BASE FLANGE ALLOY 356 -T6 WITH GROUND LUG
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�1'-
j
BOLT COVERS & S.S. SCREWS
t 6"
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
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BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
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o
STREET LIGHT
ARE ON SAME CIRCUIT
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3
CONDUIT TRENCH DEPTH 24"
11" " IA.
H
ALTERNATE STREET CROSS SECTION
T CIRCLE
41/2" OF BOLT ABOVE
4" CONCRETE PAD FINISHED GRADE
MAST ARM WIRING DETAIL
W a
LIGHT BASE AND JUNCTION BOX LOCATIONS
(4) 1" BNC GALV. STEEL
ANCHOR BOLTS WITH
4' STANDARD 25 FOOT DAVIT POLE
STRAIN RELIEF DETAIL
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ADOPTED
CITY OF RENTON
` =•` Standard
NUTS AND WASHERS
4" ADOPTED
CffY OF RENTON
` `
•
ADOPTED
CITY OF RENTON
a
plans
LST DATE: 12/96
Standard
plans
Standard plans
DATE I REVISION BY PR
S
DWG. NAME: JR -35 SP PAGE: J014
DATE
REVISION
S LST DATE:
BY APPR' DWG. NAME: JR -01
10/30/96
SP PAGE: J002
T
S ST DATE: 10/30/96
DATE REVISION BY APPR DWG. NAME: JR -05 SP PAGE: J006
LIGHTING STANDARD & JUNCTION BOX
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
TYPICAL LIGHT BASE AND JUNCTION BOX
a
7'
IN DRY WEATHER' 50 °F
OR ABOVE.
CONCRETE PAD
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n O O
NUMBERING EXAMPLES
7' -0"
1._6„
VARIABLE 7�o0
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PLAN VIEW pO • o °aD
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4'
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LOCATION OF EXISTING UTILITIES SHOWN IS
APPROXIMATE AND MAY N�„T BE ACCURATE
OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
LETTER LETTER
RESPONSIBILITY TO POTHOLE AS REQUIRED
STREET LIGHT POLE JUNCTION BOX
SUFFIXED PREFIXED
FRONT VIEW
SIDE VIEW
AND FIELD VERIFY LOCATION OF UTILITIES
CITY' PUGET POWER
OWNED OWNED
PRIOR TO PROCEEDING WITH CONSTRUCTION.
UNDERGRDUND UTILITY NOTE:
TYPICAL JUNCTION
BOX "B"
YOU MUST 1- 800 424 -5555 NOT LESS THAN
1'
CURB
OF
CONCRETE
PAD
"
CALL - 72 HOURS
BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND
UTIL177ES MAY BE LOCATED FAILURE TO DO SO COULD MEAN
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0
9!�
3' -0"
3' -0
BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
a
SIDE VIEW D v v D DEEP
o 'oe evD
MOUNTING -I- 9c
¢
�
COST OF REPAIRS TO THE SERV/CE).
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HEIGHT F
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FEET
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' °evo pe Ae
15
45°
TRAFFIC
' FLOW
FRONT VIEW
SIDE VIEW
RECOMMENDED
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p v A
BY
1 34,_„
2
TYPICAL JUNCTION
BOX "C”
BY
PLAN VIEW
CONCRETE
PAD
BY
INDIVIDUAL JUNCTION BOX
�I� 0
I- -3'. 0 >'-I
CHECKED FOR COMPLIANCE
Ov oO o a0 °a °OV v
DECAL:
RELECTORIZED
GOTHIC GOLD 2 -2l'
28_3"
4 ti .
T
a" r
TO CITY STANDARDS
DATE &'y''
0
o D p va
o e e G NOTE: CLASS 'B' CONCRETE
OR WHITE LEGEND
ON BLACK
DATE
TO BE USED IN
BACKGROUND IF
FRONT VIEW
SIDE VIEW
DATE
r
CONSTRUCTION OF PAD
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ONALp
WASA,y
a ° J
a I D °
TYPICAL CONCRETE
PAD DETAILS
1' CONCRETE PAD DETAILS
o D o Dv v v D
STREET LIGHT STANDARD
� OOF i
DECAL NUMBERING
SYSTEM
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PLAN VIEW 1 \ CTTYADOPTED
OF ERENTON
♦ 4
=°e Standard plans
NS LST DATE: 10/30/96
ADOPTED
CITY OF RENTON
a ° Standard
O
t LST DATE:
plans
p
12/96
ADOPTED
CffY OF RENTON
+ '` ` Standard plans
S LST DATE: 11/7/96
%HwErgT
TRArrI EXP R'rH
w /T/�
10104 -111th Ave. N.E., Kirkland, WA 98033
N
O 1
ss /ONAL FAG
EXPIRES: 9/15/08.
DATE I REVISION I BY APPR DWG. NAME: JR -07 SP PAGE: J00
Phone: 425.522.4118 Fax: 425.522.4311
Pp DWG. NAME: JR -09A
SP PAGE: J009
DATE
REVISIO Pp
DWG. NAME: JR -36A SP PAGE: JO15
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