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c ,., slzE As REQUIRED 2" N.P.S. SLIPFITTER \\
N TYP. CONC. PAD '•/ .. 1.— 0.188 SMALL BRACKET 1 1 2.
w SIDEWALK ALUM. ALLOY 6063 —T6
p1/2 "
CURB . 2" N.P.S. is
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5' -9" RADIUS 2 ' .
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f (r'' (LROADWAY 10' UTILITY EASEMENT 1/2- BNC LOCKBOLT BRACKET CABLE
� GR. .18-8 S.S.
R W FLUSH JOINT
CURB 4-1/2- O.D. SIDEWALK
REDUCING WASHER
10' MIN. 2' TO 4'
CLEARANCE FROM DRIVEWAY OVERHANG
ALTERNATE PLAN VIEW 'H' 8' TAPERED ALUM. POLE
f 0.188 WALL . ALLOY 6063 —T6.
m O / ,SL, SATIN GROUND FINISH
a FACE OF CURB TO
W Z CENTER OF OLE 18' -3" 3/4" ROMEX
W H 25` 30' 35' 40' — SHAFT CONNECTOR
SL 1 18' -3" 23' -3" 28' -3° 33' -3" WITH LOCKNUT
-� T 1 0.188 1 0.188 1 0.219 1 0.219 1' -2"
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TAPERED ALUM. POLE o � •
'T' WALL ALLOY 6063 -T6 OVERHANG # � SINGLE OR DOUBLE MAST
SATIN GROUND FINISH STREET LIGHT CONDUIT
,H. TRENCH DEPTH 24° ' ARM AS REQUIRED
HANDHOLE 4"x6" OPENING W /COVER SL. 151 HANDHOLE. 4 "x6 OPENING
& S.S. SCREWS. TYPICAL STREET LIGHT w /°ovER AND S.S. SCREWS 6" O.D.
NSIDEPO FOUNDATION LOCATION
V -6" BASE FLANGE' ALLOY 356 —T6 WITH j—GROUND LUG
n BOLT COVERS & S.S. SCREWS
V-6' FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
Z Y d ` ° :< -►I I� -t1 -1 /4° SQ. - BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
Q Q `c STREET LIGHT ARE ON SAME CIRCUIT
E 3 CONDUIT TRENCH DEPTH 24" 11° TO 10 DIA.
ALTERNATE STREET CROSS SECTION BOLT CIRCLE 41 /2 "oFSOLT ABOVE MAST ARM WIRING DETAIL
HW.:. 4" CONCRETE PAD �FINISHHED GRADE
LIGHT BASE AND JUNCTION BOX LOCATIONS (4) 1° BNC GALV. STEEL
ANCHOR BOLTS WITH 4' STANDARD 25 FOOT DAVIT POLE STRAIN RELIEF DETAIL
m' NUTS AND WASHERS
ADOPTED 4° "P ADOPTED AD OF RENTON c .CITY OF RENTON
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CITY of RENTON
Standard plans
a T LST DATE: 12/96 Standard plans Standard plans
S LST DATE: 10/30/96 i LST DATE: 10/30/96
DATE I REVISION BY PR DWG.. NAME: JR -35 SP PAGE: J014
DATE REVISION BY APPR' DWG. NAME: JR -01 SP PAGE: J002 DATE REVISION BY APPR DWG. NAME: .JR 05 SP PAGE: J006
LIGHTING STANDARD & JUNCTION BOX INSTALL DECAL NUMBERS
3 VERTICALLY. INSTALL TYPICAL LIGHT BASE AND JUNCTION BOX
a IN DRY WEATHER 50 °F "I loz
10 i- T OR ABOVE. CONCRETE PAD
o - -3ov o ov ° °ov o
T -0" VARIABLE 3' -0"
Do' a� ev o e o v
11--6
° MIN.
4evd° v \ o Aa nv NUMBERING EXAMPLES
0 1 -6"
PLAN VIEW 1 pOoo env DI ° D °a 1 P 0 1,
o D fl 3 6 4 !14 C4UTlON:
e °I
L -J LOCATION OF ,EXISTING UTILITIES SHOWN IS
- - --
o SA i e D eu a 4 7 _- _ - - - -I APPROXIMATE AND MAY NOT BE ACCURATE
DO 8..
. .a o OR ALL INCLUSIVE, IT IS THE CONTRACTOR'S
LETTER LETTER RESPONSIBILITY TO POTHOLE AS REQUIRED
STREET LIGHT POLE JUNCTION BOX SUFFIXED PREFIXED AND FIELD VERIFY LOCATION OF UTILITIES
CITY PUGET POWER FRONT VIEW SIDE VIEW PRIOR TO PROCEEDING WITH CONSTRUCTION:
OWNED OWNED
UNDERGROUND U=NE OTE:
e e TYPICAL JUNCTION BOX "B»
° $ CURB YOU MUST CALL 1-800-424-5555 NOT LESS N 72 HOURS
" D 1' CONCRETE PAD BEFORE BEGINNING EXCAVAT70N WRGROUND
c UTIL1TIES MAY BE LOCATED. FAILUOULD MEAN
° ° d 4" DEEP C9 1i 3' -0 " --i I�- 3 -0 °�I BEARING SUBSTANTIAL REPAIR COEE TIMES THE SIDE VIEW v D v v D D ° o C� 4 COST OF REPAIRS TO THE SER1/IC
W I o MOUNTING
O e evD ._ .p . _ .,
~a I I O F] pp HEIGHT F I n " I �I IM
o Ili ill 11 00 ° vo 15 FEET 45 °_ L - - - -J L - -J
000a e 1 1 0" A FRONT VIEW SIDE VIEW RECOMMENDED
>- e , TRAFFIC FOR APPROVAL
m ° II FLOW BY
° TYPICAL JUNCTION. BOX "C" BY
PLAN VIEW —I CONCRETE PAD BY
INDIVIDUAL JUNCTION BOX CHECKED FOR COMPLIANCE
DECAL: 4" TO I -3 0-I TO CITY STANDARDS
ov o° o °p °ov o RELECTORIZED �, 4
o v GOTHIC GOLD 2"- 2l 23e' -3„ I I I I /Z.,; 6h. /s',.✓ DATE
o D OR WHITE LEGEND L- - - - - -J L - --] DATE
zo o e °e °G NOTE: CLASS B' CONCRETE ON BLACK FRONT VIEW SIDE VIEW DATE
n p z p TO BE USED IN BACKGROUND
� e ° = De° CONSTRUCTION OF PAD
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CONCRETE PAD DETAILS STREET LIGHT STANDARD TYPICAL CONCRETE PAD DETAILS �ONALO
OF WASH
DECAL NUMBERING SYSTEM
ADO
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1 CITY OF RENTON ADOPTED ADOPTED / Z7,77 WEST
PLAN VIEW ♦ ♦ CITY of RENTON CrrY OF RENTON A /�9 {�pC �7�r�+ a2s1
+
LST nDATE: p10 /30/96 ♦ =•'� ♦ Standard plans =•- + Standard plans TR�FF�i' �/6/ —GIC / r� �FSS /ONAL�E�G\?
N ( LST DATE: 12/96 S LST DATE: 11/7/96 10104 -111th Ave. N.E., Kirkland, WA 98033 �e
Z DATE REVISION I BY IAPPR-DI DWG. NAME: JR -07 SP PAGE: J00 Phone: 425.522.4118 Fax: 425.522.4311 ExP11 S: 9�15�06
pp DWG. NAME: JR -09A SP PAGE: J009 DATE REVISION pp DWG. NAME: JR -36A SP PAGE: J015 -
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