HomeMy WebLinkAboutT-333803M
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p SIZE AS REQUIRED 2" N.P.S. SLIPFITTER
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° - TYP. CONC. PAD R/W LINE 0.188 WALL BRACKET 8" 2.
® SIDEWALK ALUM. ALLOY 6063 -T6
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CURB Q.D.
S 4-1/2°
C 2" N.P.S.
SUPFITTER
—9° RADIUS 2°
BROADWAY 10' UTILITY EASEMENT 1/2° BNC LOCKBOLT BRACKET CABLE
} GR. 18 -8 S.S-
R W FLUSH JOINT V-2'
CURB 4 -1/2" O-D-
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—i R /1N LINE 1' -2" 2" BY 3/4"
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Q ® � 10' MIN. 2' TO 4' REDUCING WASHER
CLEARANCE FROM DRIVEWAY OVERHANG
ALTERNATE PLAN VIEW \,
Q z 'f-{' J$' TAPERED ALUM. POLE
/ 'SL' 0.188 WALL ALLOY 6063 -T6
/ SATIN GROUND FINISH 25' -0"
FACE OF CURB TO
Z _ CENTER OF OLE 18' -3" 3/4" ROMEX
H 25' 30' 35' 40' SHAFT T CONNECTOR
— � If
3--3-128'-3-12 3' -3"
WITH LOCKNUT
J T 1 0.188 1 0.188 1 0.219 0.219 I -2., 3/4"
TAPERED ALUM. POLE T' WALL ALLOY 6063 -T6
SATIN GROUND FINISH I STREET LIGHT CONDUIT SINGLE OR DOUBLE MAST
H' TRENCH DEPTH 24" ARM AS REQUIRED
H E 4 "x6 r
OPENING W /COVER I SL,
151- HANDHOLE. 47x6° OPENING
& S.S. SS. SCREWS. TYPICAL STREET LIGHT w /covER AND ss. scREws B° O.D.
GROUND LUG
INSIDE POLE FOUNDATION LOCATION
BASE FLANGE ALLOY 356 -T6 WITH GROUND LUG :
� . , .. .. . • BOLT COVERS & S.S. SCREWS
° j ° FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
Z s SQ- BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
O O o STREET LIGHT " ARE ON SAME CIRCUIT
3 11 TO 12" DIA..
[� CONDUIT TRENCH DEPTH 24" BOLT CIRCLE
ALTERNATE STREET CROSS SECTION 41 /z "oFeoLr ABOVE MAST ARM WIRING DETAIL
r� W a' 4" CONCRETE PAD FINISHED GRADE
LIGHT BASE AND JUNCTION BOX LOCATIONS (4) 1" BNC GALV. STEEL
ANCHOR BOLTS NTH ° • 4' STANDARD 25 FOOT DAVIT POLE STRAIN RELIEF DETAIL
NUTS AND WASHERS
ADOPTED
c° CITY OF RENTON 4" ADOPTED ADOPTED
n �S = ♦ ♦ S ♦ ♦ CITY OF RENTON
Standard ♦ ♦ crrY of RENtnx-
O LST DATE:P12 96 O Standard plans ® Standard plans
t LST DATE: 10/30/96 LST DATE 10/30/96
DATE REVISION BY PR : DWG. NAME: JR -35 SP PAGE: ,1014
s 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
1' VERTICALLY INSTALL
a � TYPICAL LIGHT BASE AND JUNCTION BOX
IN DRY WEATHER 50 °F
7 OR; ABOVE. CONCRETE PAD
° ° - 7' -0" VARIABLE' 3' -0" "
I' 1' -6"
,00 n ° °e ° op A n °o o MIN. �•� �03
O cD
e 4° A A4 e NUMBERING EXAMPLES
¥ o O o e p z D °4 - 1 P Q Q
1 PLAN VIEW O ova° o D _ e° 3' 1, 1,
o O 4 0 2 5 G4LJT ON'
- " o n° 3 6 4 °� ° ,
n °po 4 7 LOCATION OF EXISTING UTILITIES SHOWN IS
Op �o nve o v ov o 00 G $ ao" APPROXIMATE AND MAY;'-FIOT BE ACCURATE
° .a 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 r FRONT VIEW SIDE VIEW PRIOR TO PROCEEDING WITH CONSTRUCTION.
OWNED OWNED
L/NDERG'RDLIND LIT1L /TY NOTE:
e e TYPICAL JUNCTION BOX "B"
P CURB YOU MUST CALL 1 -800 -424 75555 NOT LESS THAN 72 HOURS
1' CONCRETE PAD BEFORE BEG INNING EXCAVA77ON WHERE ANY UNDERGROUND
Of �F U7ILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN
a 3' -0" -I 1- 3'-0" -I
a SIDE VIEW o o v v o 0 0 BEARING SUBSTANTIAL REPAIR COSTS (UP 7O THREE TIMES 7HE
° o ' 4 ° 4' DEEP 9� e ° °° °° e COST OF REPAIRS TO THE SERVICE).
° °oe e°o MOUNTING + 9c
w
o o o HEIGHT F
a
° v o v o 15 FEET 45° Lj
Doe a oe a ° FRONT VIEW SIDE VIEW RECOMMENDED
r ° °O e TRAFFIC FOR APPROVAL
BY
m FLOW �J
e
TYPICAL JUNCTION BOX "C" BY
PLAN VIEWI CONCRETE PAD BY
INDIVIDUAL JUNCTION BOX DECAL: � �1�4 0'-, I--- 3' -0'-1
CHECKED FOR COMPLIANCE
4"
o p -
TO CITY' STANDARDS
ov o° o o °Q° v RELECTORIZED T
GOTHIC GOLD 212'
2N' -3" DATE
oz o e °e °a NOTE: CLASS 'B' CONCRETE ON BLACK LEGEND
DATE
lJf 7,
Ln " z - p TO BE USED IN BACKGROUND FRONT VIEW SIDE -VIEW DATE
E, e s De° CONSTRUCTION OF PAD
Of 4 ° O
4 ° -. I
A p c e TYPICAL CONCRETE PAD DETAILS p014ALD
oo° nv v v d 1' CONCRETE PAD DETAILS STREET LIGHT STANDARD iy
.. °F WASy
DECAL NUMBERING SYSTEM 77 i
1' ADOPTED ADOPTED ADOPTED /VORTHWE.GJT` q 4
PLAN VIEW F RENTON
f 4 �
Standard plans CM OF RENTON CITY OF RENTON %®
♦ a ♦ 4 i ♦ • / � / ' / - �s` / / -r/ Fy`S C SiERF'�G��
N S LST DATE: 10/30/96 i Standard plans ® Standard plans 10104 - 111'' #h AVe. N.E., Kirkland, WA 98033 ZOr NAL
T - LST DATE: 12/96 LST DATE: 11'/7/96 - r -s-o�
DATE REVISION BY PPR DWG. NAME: JR -07 SP PAGE: JOO 'Phone: 425.522.4118 Fax: 425.522.4311 ExriaES: 9 /,5
DWG. NAME: JR -09A SP PAGE: q y DWG. NAME: JR 36A SP PAGE: ,1015 L
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