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-TYP. CON C. PAD
_2_5'
30'
V)
40'
I }
o
18' -3"
23' -3"
28'--3"1
_
33' -3'
T
R/W LINE
SIDEWALK
CURB
BROADWAY 10' UTILITY EASEMENT
RVW
CURB
SIDEWALK
R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H
_2_5'
30'
35'
40'
SL
18' -3"
23' -3"
28'--3"1
_
33' -3'
T
0.188
0.188
0.219
1 0.219
�— TAPERED ALUM. POLE
T WALL ALLOY 6063 —T6
SATIN GROUND FINISH
HANDHOLE 4 91x6"
OPENING W /COVER
& S.S. SCREWS.
GROUND LUG
INSIDE POLE
1' -6„
1' -2"
2' TO 4'
OVERHANG
H'
0 0 i �:
STREET LIGHT
CONDUIT TRENCH DEPTH 24"
ALTERNATE STREET CROSS SECTION
= DATE I REVISION I BY IAPPR�j
2" N.P.S. SLIPFITTER
N
BRACKET CABLE
Ilk
0
>
W
SINGLE OR DOUBLE MAST
ARM AS REQUIRED
r
'SL'
2" BY 3/4"
REDUCING WASHER
3/4" ROMEX
CONNECTOR
WITH LOCK N U T
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
MAST ARM WIRING DETAIL
2"
STRAIN RELIEF DETAIL
ADOPTED
Standard plans
LST DATE: 10/30/96
DWG. NAME: JR -05 SP PAGE: J006
1' -2..
2' TO 4' r
OVERHANG
,H, 8.
'SL'
FACE OF CU B TO
CENTER OF OLE
\--STREET LIGHT CONDUIT
TRENCH DEPTH 24"
TYPICAL STREET LIGHT
FOUNDATION LOCATION
LIGHT BASE AND JUNCTION BOX LOCATIONS
ADOPTED
CITY OF RENTON
Standard plans
LST DATE: 12/96
DWG. NAME: JR -35 SP PAGE: J014
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50OF
OR ABOVE.
MOUNTING
HEIGHT
15 FEET
NUMBERING EXAMPLES
1
P
2
5
W
6
4
7
C
8
LETTER
LETTER
SUFFIXED
PREFIXED
CITY
PUGET POWER
a
OWNED
a
W
d
0
m
0
>
W
SINGLE OR DOUBLE MAST
ARM AS REQUIRED
r
'SL'
2" BY 3/4"
REDUCING WASHER
3/4" ROMEX
CONNECTOR
WITH LOCK N U T
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
MAST ARM WIRING DETAIL
2"
STRAIN RELIEF DETAIL
ADOPTED
Standard plans
LST DATE: 10/30/96
DWG. NAME: JR -05 SP PAGE: J006
1' -2..
2' TO 4' r
OVERHANG
,H, 8.
'SL'
FACE OF CU B TO
CENTER OF OLE
\--STREET LIGHT CONDUIT
TRENCH DEPTH 24"
TYPICAL STREET LIGHT
FOUNDATION LOCATION
LIGHT BASE AND JUNCTION BOX LOCATIONS
ADOPTED
CITY OF RENTON
Standard plans
LST DATE: 12/96
DWG. NAME: JR -35 SP PAGE: J014
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50OF
OR ABOVE.
MOUNTING
HEIGHT
15 FEET
NUMBERING EXAMPLES
of
cy
r
4 5"
TRAFFIC
FLOW
PLAN VIEW
DECAL:
RELECTORIZED
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
BACKGROUND
ROLL200
0.188 WALL BRACKET
ALUM. ALLOY 6063 —T6
1 /2" BNC LOCKBOLT
GR . 18-8 S.S.
FLUSH JOINT
4 -1 /2" O.D.
TAPERED ALUM. POLE
0.188 WALL ALLOY 6063—T6
SATIN GROUND FINISH
SIZE AS
REQUIRED
8„
-'1
4 -1 /2" 2" N. P.'%'
O.D. SLIPFI TTE
5' -9" RADIUS
20
151 HANDHOLE. 4 "x6" OPENING
W /COVER AND S.S. SCREWS 8" 0. D.
BASE FLANGE ALLOY 356 -- T6 WITH �-- GROUND UG
BOLT COVERS & S.S. SCREWS 1' -6"
-� I� -11 -1 /4" so.
11 " TO 12" DI A.
BOLT CIRCLE 4 1 /2" OF BOLT ABOVE
4" CONCRETE PAD FINISHED GRADE
(4) 1 " BNC GALV. STEEL
ANCHOR BOLTS WITH 4'
NUTS AND WASHERS 4„ r ri
LIGHTING STANDARD & JUNCTION BOX
7' — I
0 ov o ov oov 0
pp /� Q p��ov D 0 0 a D 0 V
41 v o v0
e d & ea e d
/ 0 0 0 ° c, o
PLAN VIEW I D° o vt$ 0 p p �0 3'
O 0. 0 0��
o e o 0
� e to eD e
D `, —01 DV O ° 0-7 D Op
STREET LIGHT POLE JUNCTION BOX
1'
SIDE VIEW 10 V D v v D D p 4" DEEP
I o oe AV 01
I 1 0 ° F DD
i o ° I v
I I vo
DOeveO 1 0e e
° e l - -e
Ova --
° 10 °
INDIVIDUAL JUNCTION BOX
Ov O° O °poov O
� p v
oe °a NOTE: CLASS 'B' CONCRETE
o Z p TO BE USED IN
A O i peg CONSTRUCTION OF PAD
4 J o0
o °
D e 1' CONCRETE PAD DETAILS
STANDARD 30 FOOT DAVIT POLE o D o D° v v D
ADOPTED 1' ADOPTED
. ♦ CITY OF R.ENTON PLAN VIEW ♦ ♦ CITY OF RENTON
Standard plans Standard plans
-� LST DATE: 2— Oct -87 LST DATE: 10/30/96
DATE REVISION I BY APPR DWG. NAME: JR -02 SP PAGE: JO03 DATE REVISION I BY JAPPRd DWG. NAME: JR -07 SP PAGE: J008
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
r4w4927302
7 ' - 0" VARIABLE
1' -6„ I I I MIN.
13/4"-2
„
2"- 2 2 �_ 3"
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
Off of mm ION
Standard plans
LST DATE: 12/96
DWG. NAME: JR -09A SP PAGE: J009
p -181
1' 1'
4 WE •
L _J
aol 4o —
�_____
FRONT VIEW
SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
4 ...;.
T
I I
L
FRON T VIEW
{1- -3' — 0 " - ---1
w F MR Do=
I I
L_ _ _ J
SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
" 4' — 0" - f I ---- -- 3' - 0" mi
4 .• . °. 0,. -imp, °•
1 I I 1
L- - - - - -J L__J
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
�FR�087
ADOPTED
CITY or NO 109
Standard plans
LST DATE: 11 /7/96
DWG. NAME: JR -36A SP PAGE: JO15
CAUTION:
L OCA TION OF EXISTING U77LI77ES SHOWN IS
A PPROXIMA TE AND MAY NOT BE A CCURA TE
OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
A ND FIEL D VERIFY L OCA TION OF U 77L1 TIES
PRIOR TO PROCEEDING WITH CONS7RUC770N.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND
U TALI TIES MAY BE L OCA TED. FAILURE TO DO SO COULD MEAN
BEARING SUBS TA N 77A L REPAIR COSTS (UP TO THREE 77MES THE
COST OF REPAIRS TO THE SERVICE).
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
• T CITY STANDARDS
• DATE 9--/9 -0S
DATE
DATE
ra
NOR TH WE49 T
TRA rrIC EXPERTS �
10104 -111th Ave. N. E. Kirkland, WA 98033
Phone: 425.522.4118 Fax: 425.522.4311
�NAL
QT
30251 V ��
G
sS"ONAL ECG
1
P
2
5
3
6
4
7
C
8
LETTER
LETTER
SUFFIXED
PREFIXED
CITY
PUGET POWER
OWNED
OWNED
of
cy
r
4 5"
TRAFFIC
FLOW
PLAN VIEW
DECAL:
RELECTORIZED
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
BACKGROUND
ROLL200
0.188 WALL BRACKET
ALUM. ALLOY 6063 —T6
1 /2" BNC LOCKBOLT
GR . 18-8 S.S.
FLUSH JOINT
4 -1 /2" O.D.
TAPERED ALUM. POLE
0.188 WALL ALLOY 6063—T6
SATIN GROUND FINISH
SIZE AS
REQUIRED
8„
-'1
4 -1 /2" 2" N. P.'%'
O.D. SLIPFI TTE
5' -9" RADIUS
20
151 HANDHOLE. 4 "x6" OPENING
W /COVER AND S.S. SCREWS 8" 0. D.
BASE FLANGE ALLOY 356 -- T6 WITH �-- GROUND UG
BOLT COVERS & S.S. SCREWS 1' -6"
-� I� -11 -1 /4" so.
11 " TO 12" DI A.
BOLT CIRCLE 4 1 /2" OF BOLT ABOVE
4" CONCRETE PAD FINISHED GRADE
(4) 1 " BNC GALV. STEEL
ANCHOR BOLTS WITH 4'
NUTS AND WASHERS 4„ r ri
LIGHTING STANDARD & JUNCTION BOX
7' — I
0 ov o ov oov 0
pp /� Q p��ov D 0 0 a D 0 V
41 v o v0
e d & ea e d
/ 0 0 0 ° c, o
PLAN VIEW I D° o vt$ 0 p p �0 3'
O 0. 0 0��
o e o 0
� e to eD e
D `, —01 DV O ° 0-7 D Op
STREET LIGHT POLE JUNCTION BOX
1'
SIDE VIEW 10 V D v v D D p 4" DEEP
I o oe AV 01
I 1 0 ° F DD
i o ° I v
I I vo
DOeveO 1 0e e
° e l - -e
Ova --
° 10 °
INDIVIDUAL JUNCTION BOX
Ov O° O °poov O
� p v
oe °a NOTE: CLASS 'B' CONCRETE
o Z p TO BE USED IN
A O i peg CONSTRUCTION OF PAD
4 J o0
o °
D e 1' CONCRETE PAD DETAILS
STANDARD 30 FOOT DAVIT POLE o D o D° v v D
ADOPTED 1' ADOPTED
. ♦ CITY OF R.ENTON PLAN VIEW ♦ ♦ CITY OF RENTON
Standard plans Standard plans
-� LST DATE: 2— Oct -87 LST DATE: 10/30/96
DATE REVISION I BY APPR DWG. NAME: JR -02 SP PAGE: JO03 DATE REVISION I BY JAPPRd DWG. NAME: JR -07 SP PAGE: J008
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
r4w4927302
7 ' - 0" VARIABLE
1' -6„ I I I MIN.
13/4"-2
„
2"- 2 2 �_ 3"
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
Off of mm ION
Standard plans
LST DATE: 12/96
DWG. NAME: JR -09A SP PAGE: J009
p -181
1' 1'
4 WE •
L _J
aol 4o —
�_____
FRONT VIEW
SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
4 ...;.
T
I I
L
FRON T VIEW
{1- -3' — 0 " - ---1
w F MR Do=
I I
L_ _ _ J
SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
" 4' — 0" - f I ---- -- 3' - 0" mi
4 .• . °. 0,. -imp, °•
1 I I 1
L- - - - - -J L__J
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
�FR�087
ADOPTED
CITY or NO 109
Standard plans
LST DATE: 11 /7/96
DWG. NAME: JR -36A SP PAGE: JO15
CAUTION:
L OCA TION OF EXISTING U77LI77ES SHOWN IS
A PPROXIMA TE AND MAY NOT BE A CCURA TE
OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
A ND FIEL D VERIFY L OCA TION OF U 77L1 TIES
PRIOR TO PROCEEDING WITH CONS7RUC770N.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND
U TALI TIES MAY BE L OCA TED. FAILURE TO DO SO COULD MEAN
BEARING SUBS TA N 77A L REPAIR COSTS (UP TO THREE 77MES THE
COST OF REPAIRS TO THE SERVICE).
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
• T CITY STANDARDS
• DATE 9--/9 -0S
DATE
DATE
ra
NOR TH WE49 T
TRA rrIC EXPERTS �
10104 -111th Ave. N. E. Kirkland, WA 98033
Phone: 425.522.4118 Fax: 425.522.4311
�NAL
QT
30251 V ��
G
sS"ONAL ECG