HomeMy WebLinkAboutT-334003V
M
M
1
J a o
WwW
[aJ co
' � a
9
1
I
S
I
n
O
m J
J
W �
U
af 7;1O
r Q
2 Z
N
_.J
J
TYP. CONC. PAD R/W LINE
SIDEWALK
CURB
U
w
r BROADWAY
o-
CURB
SIDEWALK
R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H 25' 30' 35' 40'
SL 18' -3" 23' -3" 28' -3" 33' -3"
T 0.188 0.188 0.219 0.219 1' -2"
TAPERED ALUM. POLE 2' TO 4'
T' WALL ALLOY 6063 -T6 OVERHANG
SATIN GROUND FINISH
HANDHOLE 4"x6" SL'
OPENING W /COVER
& S.S. SCREWS.
GROUND LUG
INSIDE POLE
ani
1 -6
FTC
0
® Q 3
STREET LIGHT
[-�
CONDUIT TRENCH DEPTH 24"
Z a
� W a
ALTERNATE STREET CROSS SECTION
a
CITY PUGET POWER
m
rn
-° I .�
O_
DATE REVISION BY APPR'
OWNED OWNED
°°
LIGHTING STANDARD & JUNCTION BOX
CURB
7,
0 Ov o ov oOV o
D O A e v D 0 e D 0 v
d v
C,9
!A'
Do011 0 0
a z
PLAN VIEW o • 3'
a
+ 9C�
o 0 J
o 0 a
°
D °
° ODo D° e e
o Dv v Dv D oD j
450
__ TRAFFIC
FLOW
STREET LIGHT POLE JUNCTION BOX
SIDE VIEW
DEEP
INDIVIDUAL JUNCTION BOX
Ov 00 0 °poOv o
° p v
zo NOTE: CLASS 'B' CONCRETE
D z p TO BE USED IN
a0 = Deo CONSTRUCTION OF PAD
a 00
4 0
° b D e 1' CONCRETE PAD DETAILS
o D o Dv v v D
1' ADOPTED
PLAN VIEW CITY OF RENTON
♦ f
Standard plans
S LST DATE: 10/30/96
z DATE REVISION BY APPR D DWG. NAME: JR -07 SP PAGE: J(
10' UTILITY EASEMENT -,\
R W
2' TO 4'
OVERHANG
,H, 8'
FACE OF CURB TO
CENTER OF FOLE
STREET LIGHT CONDUIT
TRENCH DEPTH 24"
TYPICAL STREET LIGHT
FOUNDATION LOCATION
LIGHT BASE AND JUNCTION BOX LOCATIONS
ADOPTED
CITY OF RENTON
Standard plans
N LST DATE: 12/96
DWG. NAME: JR -35 SP PAGE: JO14
NSTALL DECAL NUMBERS
VERTICALLY. INSTALL
(� IN DRY WEATHER 50OF
I I OR ABOVE.
NUMBERING EXAMPLES
SIZE AS REQUIRED 2" N.P.S. SLIPFITTER
8" ►I
0.788 WALL BRACKET y
ALUM. ALLOY 6063 -T6
O.D. 2" N.P.S.
SLIPFITTER
5' -9" RADIUS
1/2" BNC LOCKBOLT BRACKET CABLE
GR. 18 -8 S.S.
FLUSH JOINT V-2'
4 -1/2" O.D.
REDUCING WASHER
TAPERED ALUM. POLE
0.188 WALL ALLOY 6063 -T6
SATIN GROUND FINISH t 25' -0"
3/4" ROMEX
SHAFT T CONNECTOR
} WITH LOCKNUT
3
SINGLE OR DOUBLE MAST
ARM AS REQUIRED
757 HANDHOLE. 4"x6" OPENING
W /COVER AND S.S. SCREWS 8" O.D.
BASE FLANGE ALLOY 356 -T6 WITH GROUND LUG
BOLT COVERS & S.S. SCREWS
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
�I 1--11 -1/4" SQ. BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
11" TO 12" OIA.
BOLT CIRCLE 41/2 "OF BOLT ABOVE MAST ARM WIRING DETAIL
4" CONCRETE PAD FINISHED GRADE
(4) 1" BNC GALV. ST-EEL
ANCHOR BOLTS WIT '' ^ 4' STANDARD 25 FOOT DAVIT POLE
NUTS AND WASHER
4" " ADOPTED
�® CITY OF RENTON
♦ d�! ♦ Standard plans
S LST DATE: 10/30/96
REVISION BY APPR DWG. NAME: JR -01 SP PAGE: J002 DATE
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
7' -0" VARIABLE 3' -0"
O 1 1, 6„
4 T O
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
3' -0" -I 1 -- 3'- 0 "---I
4" .
FRONT VIEW SIDE VIEW
134, -2„
PLAN VIEW
DECAL:
RELECTORIZED
GOTHIC GOLD 2"- 2Y; 23e'-3"
OR WHITE LEGEND
ON BLACK
BACKGROUND
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
e� CITY OF RENTON
♦/
Standard plans
LST DATE: 12/96
I BY AI PPR'q DWG. NAME: JR -09A SP PAGE: J009
UN
LL
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
Tj �f
-- 4' -0 "-I
I ~3' -0 "�I
LETTER LETTER
Ll
FRONT VIEW
SUFFIXED PREFIXED
s /0 " "`
Phone: 425.522,4118 Fax: 425.522.4311
CITY PUGET POWER
!Radar■
l'.n.•T. 21m'')n2
OWNED OWNED
CURB
O�
C,9
!A'
MOUNTING
+ 9C�
HEIGHT
15 FEET
450
__ TRAFFIC
FLOW
SIZE AS REQUIRED 2" N.P.S. SLIPFITTER
8" ►I
0.788 WALL BRACKET y
ALUM. ALLOY 6063 -T6
O.D. 2" N.P.S.
SLIPFITTER
5' -9" RADIUS
1/2" BNC LOCKBOLT BRACKET CABLE
GR. 18 -8 S.S.
FLUSH JOINT V-2'
4 -1/2" O.D.
REDUCING WASHER
TAPERED ALUM. POLE
0.188 WALL ALLOY 6063 -T6
SATIN GROUND FINISH t 25' -0"
3/4" ROMEX
SHAFT T CONNECTOR
} WITH LOCKNUT
3
SINGLE OR DOUBLE MAST
ARM AS REQUIRED
757 HANDHOLE. 4"x6" OPENING
W /COVER AND S.S. SCREWS 8" O.D.
BASE FLANGE ALLOY 356 -T6 WITH GROUND LUG
BOLT COVERS & S.S. SCREWS
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
�I 1--11 -1/4" SQ. BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
11" TO 12" OIA.
BOLT CIRCLE 41/2 "OF BOLT ABOVE MAST ARM WIRING DETAIL
4" CONCRETE PAD FINISHED GRADE
(4) 1" BNC GALV. ST-EEL
ANCHOR BOLTS WIT '' ^ 4' STANDARD 25 FOOT DAVIT POLE
NUTS AND WASHER
4" " ADOPTED
�® CITY OF RENTON
♦ d�! ♦ Standard plans
S LST DATE: 10/30/96
REVISION BY APPR DWG. NAME: JR -01 SP PAGE: J002 DATE
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
7' -0" VARIABLE 3' -0"
O 1 1, 6„
4 T O
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
3' -0" -I 1 -- 3'- 0 "---I
4" .
FRONT VIEW SIDE VIEW
134, -2„
PLAN VIEW
DECAL:
RELECTORIZED
GOTHIC GOLD 2"- 2Y; 23e'-3"
OR WHITE LEGEND
ON BLACK
BACKGROUND
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
e� CITY OF RENTON
♦/
Standard plans
LST DATE: 12/96
I BY AI PPR'q DWG. NAME: JR -09A SP PAGE: J009
UN
LL
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
Tj �f
-- 4' -0 "-I
I ~3' -0 "�I
„1F-
4 °• b ' ri.a
Ll
FRONT VIEW
SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
ADOPTED
CITY OF RENTON
Standard plans
1 LST DATE: 11/7/96
P�p DWG. NAME; JR -36A SP PAGE: J015
STRAIN RELIEF DETAIL
ADOPTED
CITY OF RENTON
c. -N Standard plans
LST DATE: 10/30/96
DWG. NAME: JR -05 SP PAGE: J006
t` -3 "a3
CA UTlO N:
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 L 77LITY NOTE:
YOU MUST CALL 1 -800- 424 -5555 NOT LESS T,4AN 72 HOURS
BEFORE BEGINNING EXCAVATION 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
FOR APPROVAL
BY
By_
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
'I DATE
DATE r �
4
Tj �f
%HWEST
251
TRAFFIC EXPERTS
1z'
Fy fDISTEi
10104 -111th Ave. N.E., Kirkland, WA 98033
s /0 " "`
Phone: 425.522,4118 Fax: 425.522.4311
EI"M' 9/15/08
!Radar■
l'.n.•T. 21m'')n2
4