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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
151 HANDHOLE. 4 "x6" OPENING
W /COVER AND S.S. SCREWS —
BASE FLANGE ALLOY 356—T6 WITH
BOLT COVERS & S.S. SCREWS
SIZE AS
REQUIRED
4 -1 /2" 2" N.P.S.
O.D. SLIPFITTER
.5'-95" RADIUS
.I �• -11- -1 /4" SQ.
—
11" TO 12" DIA.
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" - 4
a DATE REMSIC
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2" N.P.S. SLIPFITTER
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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
151 HANDHOLE. 4 "x6" OPENING
W /COVER AND S.S. SCREWS —
BASE FLANGE ALLOY 356—T6 WITH
BOLT COVERS & S.S. SCREWS
SIZE AS
REQUIRED
4 -1 /2" 2" N.P.S.
O.D. SLIPFITTER
.5'-95" RADIUS
.I �• -11- -1 /4" SQ.
—
11" TO 12" DIA.
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" - 4
a DATE REMSIC
E�O
2" N.P.S. SLIPFITTER
r
W
a
0
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SINGLE OR DOUBLE MAST
ARM AS REQUIRED
R/W LINE
SIDEWALK
CURB
CROADWAY
CURB
SIDEWALK
R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H
25'
30'
35'
40'
SL
all
1
91
33 —3
T
0.188
1 0.188
0.219
0.219
6
4
7
ICI
8
LETTER
LETTER
SUFFIXED
PREFIXED
W
a
0
m
0
cn
ajo
ir
SINGLE OR DOUBLE MAST
ARM AS REQUIRED
R/W LINE
SIDEWALK
CURB
CROADWAY
CURB
SIDEWALK
R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H
25'
30'
35'
40'
SL
18'-3"1
23'-3
28v-31'
33 —3
T
0.188
1 0.188
0.219
0.219
STANDARD 30 FOOT DAVIT POLE
ADOPTED
CITY OF RENTON
Standard plans
LST DATE: 10/30/96
IDWG. NAME: JR -02 SP PAGE: J003 DATE I REM
2" BY 3/4"
REDUCING WASHER
3/4" ROMEX
CONNECTOR
WITH LOCKNUT
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
env ar�
Standard plena
0
7' LST DATE: 10/30/96
Z
DWG. NAME: JR -05 SP PAGE: JO06
L]
MOUNTING
HEIGHT
15 FEET
,,— TAPERED ALUM. POLE
T WALL ALLOY 6063—T6
SATIN GROUND FINISH
HANDHOLE 4 "x6"
OPENING W /COVER
& S.S. SCREWS.
GROUND LUG
INSIDE POLE
1' -6"
6
'H'
1,_2"
2' TO 4'
OVERHANG
I STREET LIGHT --�
CONDUIT TRENCH DEPTH 24"
ALTERNATE STREET CROSS SECTION
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50 P
OR ABOVE.
NUMBERING EXAMPLES
45 °�
TRAFFIC
FLOW
PLAN VIEW
DECAL:
RELECTORIZED
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
BACKGROUND
ROLL 19!7
RLW AT BACK
OF SIDEWALK
I
1' -2"
OVERHANG
'H VARIES
FACE OF CURB TO
CENTER OF OLE
�5' UTILITY EASEMENT
SL'
\--STREET LIGHT CONDUIT
'SL' TRENCH DEPTH 24 to
TYPICAL STREET LIGHT
FOUNDATION LOCATION
4
2 "– 2 2 3"
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
cm or Non=
Standard plans
LST DATE: 12/96
DWG. NAME: JR -09A SP PAGE: J009
F R
(MODIFIED)
LIGHT BASE AND JUNCTION BOX LOCATIONS
ADOPTED
CRY OF RENTON
(iiD Standard plans
LST DATE: 12/96
DWG. NAME: JR--35 SP PAGE: JO 14
I
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
7' -0" VARIABLE
3' -0"
I- -1, -6" MIN.
0
4" �
T0 1&-"0-
FRONT VIEW
SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
4"
I-�--
3 I–on
T
FRONT VIEW
Imo— 3'– 0 " - -»I
SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
1 , – on
4' – o" . 4 Imo-- 3---I
4" . »
� o�
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
ADOPTED
carer OF =�
Standard plane
LST DATE: 10/30/96
DWG. NAME: JR -36A SP PAGE: JO 15
T-4 3 ?190Z
RECOMMENDED FOR APPROVAL
BY DATE
BY DATE
BY DATE
307310) o ��
GIST
SS�OINVA Ems'
E11lMIES 01/31/07
HIE HERMAN TRAFFIC ENGINEERING
1 5324 Southeast 133rd Court, Renton, Washington 98059
425- 277.1740 tel. 425- 277 -5718 fax htedcomcast.net
SCM�IE0 AN 2 2 !LOOT C 1�; 7- ,P?
1
P
2
5
3
6
4
7
ICI
8
LETTER
LETTER
SUFFIXED
PREFIXED
CITY
PUGET POWER
OWNED
OWNED
45 °�
TRAFFIC
FLOW
PLAN VIEW
DECAL:
RELECTORIZED
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
BACKGROUND
ROLL 19!7
RLW AT BACK
OF SIDEWALK
I
1' -2"
OVERHANG
'H VARIES
FACE OF CURB TO
CENTER OF OLE
�5' UTILITY EASEMENT
SL'
\--STREET LIGHT CONDUIT
'SL' TRENCH DEPTH 24 to
TYPICAL STREET LIGHT
FOUNDATION LOCATION
4
2 "– 2 2 3"
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
cm or Non=
Standard plans
LST DATE: 12/96
DWG. NAME: JR -09A SP PAGE: J009
F R
(MODIFIED)
LIGHT BASE AND JUNCTION BOX LOCATIONS
ADOPTED
CRY OF RENTON
(iiD Standard plans
LST DATE: 12/96
DWG. NAME: JR--35 SP PAGE: JO 14
I
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
7' -0" VARIABLE
3' -0"
I- -1, -6" MIN.
0
4" �
T0 1&-"0-
FRONT VIEW
SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
4"
I-�--
3 I–on
T
FRONT VIEW
Imo— 3'– 0 " - -»I
SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
1 , – on
4' – o" . 4 Imo-- 3---I
4" . »
� o�
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
ADOPTED
carer OF =�
Standard plane
LST DATE: 10/30/96
DWG. NAME: JR -36A SP PAGE: JO 15
T-4 3 ?190Z
RECOMMENDED FOR APPROVAL
BY DATE
BY DATE
BY DATE
307310) o ��
GIST
SS�OINVA Ems'
E11lMIES 01/31/07
HIE HERMAN TRAFFIC ENGINEERING
1 5324 Southeast 133rd Court, Renton, Washington 98059
425- 277.1740 tel. 425- 277 -5718 fax htedcomcast.net
SCM�IE0 AN 2 2 !LOOT C 1�; 7- ,P?