HomeMy WebLinkAboutT-3276028
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25'
30'
35'
28'-3"
40'
33'-3
1' -2"
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SIZE AS REQUIRED
2" N.P.S. SLIPFI T TER
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18'-3"
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0.188
R /W LINE
0.219
0.219
w
8
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TYP. CONC. PAD
0.188 WALL BRACKET
2
SIDEWALK
ALUM. ALLOY 6063 -T6
CURB
4 _ 1 w
O.D. 2 N.P.S.
f--
SLIPFI TTER
V
W
5' -9" RADIUS
2"
N
CROADWAY
10' UTILITY EASEMENT—\
1/2- BNC LOCKBOLT
i
BRACKET CABLE
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GR. 18 -8 S.S.
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Of
R W
FLUSH JOINT
M
CURB
4-1/2- O.D.
SIDEWALK
--�
R W LINE
11-2„
2„ BY 3/4„
10' MIN.
2' TO 4'
REDUCING WASHER
O
CLEARANCE FROM DRIVEWAY
OVERHANG
n
ALTERNATE
PLAN VIEW
'I..I' 8'
TAPERED ALUM. POLE
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0.188 WALL ALLOY 6063 -T6
SATIN GROUND FINISH
25' -0"
1
FACErOF B TO I
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25'
30'
35'
28'-3"
40'
33'-3
1' -2"
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SHAFT
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CONNECTOR
WITH LOCKNUT
SL
18'-3"
23'-S'
T
0.188
0.188
0.219
0.219
at
TAPERED ALUM. POLE
2' TO 4'
'T' WALL ALLOY 6063 -T6 OVERHANG SINGLE OR DOUBLE MAST
SATIN GROUND FINISH I STREET LIGHT CONDUIT ARM AS REQUIRED
HANDHOLE 4 " x6 " H TRENCH DEPTH 24
OPENING W /COVER 'SL' 151 HANDHOLE. 4 "x6" OPENING
& S.S. SCREWS. TYPICAL STREET LIGHT W /COVER AND S.S. SCREWS 8" 0. D.
GROUND LUG FOUNDATION LOCATION
INSIDE POLE BASE FLANGE ALLOY 356 -T6 WITH GROUND LUG
BOLT COVERS & S.S. SCREWS „
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
Y ° ° 11-1/4" SO. BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
Q C.) STREET LIGHT
E--� CONDUIT TRENCH DEPTH 24" 11" TO 12" DI A.
ARE ON SAME CIRCUIT
BOLT CIRCLE
ALTERNATE STREET CROSS SECTION F 1/2" OF BOLT ABOVE MAST ARM WIRING DETAIL
4" CONCRETE PAD FINISHED GRADE
:6 BAS (4) 1" BNC GALV. STEEL old
LIGHT E AN D JUNCTION BOX LOCATIONS
.5 ANCHOR BOLTS WITH - 4 STANDARD 25 FOOT DAVIT POLE STRAIN RELIEF DETAIL
\
NUTS AND WASHERS
Q, ADOPTED
c CITY OF RENTON 4 ADOPTED ADOPTED
CITY OF RENTON CITY OF RENTON
o Standard plans
a � LST DATE: 12/96 Standard plans Standard plans
LST DATE: 10/30/96 LST DATE: 10/30/96
• DATE I REVISION BY IAPPR01 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
VERTICALLY. INSTALL TYPICAL LIGHT BASE AND JUNCTION BOX
IN DRY WEATHER 50 OF CONCRETE PAD
N 7 OR ABOVE.
3' -0" �
00 a 0 ve v 0 v D ° 0 v Q 7' -0" VARIABLE MIN. 32 7(a0Z
n N 0 1> 00 e 00 �1 -6
I ° ° vo 0 v ,v oD NUMBERING EXAMPLES
e 4 a ed e d
o
� PAN VIEW °° O e v° Z � p 1 P O O
ti o o e0 3 2 5 1 1
O 01 4 0 0 4 "
o a n 0 J 3 6 •: CAUT/0N:
0
p o 0 0 0 ' +� LOCATION OF EXISTING UTILITIES SHOWN IS
pp Da v e v eD 0 4 7 ;o •° •, APPROXIMATE AND MAY NOT BE ACCURATE
C 8 ° = b' 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 PRIOR TO PROCEEDING WITH CONSTRUCTION.
OWNED OWNED
UNDERGROUND UTILITY NOTE:
N W TYPICAL JUNCTION BOX B
g ' CURB YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS
1 CONCRETE N C R E TE PAD BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND
a O� - - UTILI TIES MA Y BE LOCH TED. FAILURE TO DO SO COULD MEAN
a SIDE VIEW o v o v v ° o 0 4" DEEP �'9� �-- 3' 0 " --+� I- - -3' 0 " --♦-i BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
4„ ' °• •4- - °' P. We'* • -' °' COST OF REPAIRS TO THE SERVICE).
w 0 oe e° o MOUNTING �- ��
Q o b HEIGHT F
0 v 0 0 o v 15 FEET 450
>_ o0 o e0 Oe e FRONT VIEW SIDE VIEW RECOMMENDED
m
e e AIFFIC
FLOW FOR APPROVAL
0 v BY
0e o 134 —2" TYPICAL JUNCTION BOX "C" BY
PLAN VIEW CONCRETE PAD eY
INDIVIDUAL JUNCTION BOX in -49-0" Imo— 3' -0"-I CHECKED FOR COMPLIANCE
DECAL: „-�-
4 r. � •• o "e ► °• TO CITY STANDARDS
o v 010 0 0 No o v 0 RELECTORIZED 2 "- 2!q 2V-3" T
DATE
o ► o N OR WHITE LEGEND DATE
0 0 °4 NOTE: CLASS B CONCRETE _ ON BLACK FRONT VIEW SIDE VIEW
cn ► i TO BE USED IN BACKGROUND LATE
46 �,0 CONSTRUCTION OF PAD
4 00
o ° � ► , TYPICAL CONCRETE PAD DETAILS ANNA
O ► o ►v v v 1, ll � CONCRETE PAD DETAILS STREET LIGHT STANDARD � -� c sy.
DECAL NUMBERING SYSTEM
Q
-�
1 ADOPTED
PLAN VIEW NOR ADOPTED ADOPTED TH WE-S T
♦� cr" or 1111011101 � CM Or M011 ON 3o2s �
Standard plans . . ♦ . TRA FF /C AEXPER T , � � �•�,�
S. E
LST DATE: 10/30/96 Standard plans Standard plans O N�L 0
LST DATE: 12/96 LST DATE: 11/7/96 10104 -111th Ave. N.E., Kirkland, WA 9803 o -ll-
2
A I REVISON I By 6pg� DWG. NAME: JR -07 SP PAGE: J
Phone: 425.522.4118 Fax: 425.522.4311 ["E* 91'$A*
vim DWG. NAME: JR -0911 SP PAGE: J009 DWG. NAME: JR -36A SP PAGE: J015
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