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NE IOTH ST & DUVALL AVE NE NW CORNER POLE DETAIL
EXISTING FENCE TYPE I V
POLE WII eS
H
9"X9" 9AS�E 24" FOUNDATION
PLAT E. PER WSDOT STD.
J-20.1 1.
EXISTING UTILITY POLE
MOUNTED LUMINAIRE,
UTILITY POLE IS 6" CLEAR ACK OF CURB
OF PROPOSED TYPE PS CE OF CURB
POLE FOUNDATION.
EX RIW
7" REACH
S4 '07.5' 1 0.
00 100
0' 0 �00
22.
CENTER OF
CROSSWALK
36" ROUND L -1
10.0' FOUNDATION
PER WSDOT STD.
J-26. 10.
CENTE r
C WALK
TYPE It SIGNAL POLE WIT14 0 15
18"Xis" BASE PLATE lk-�
SCALE IN FEET
I NE IOTH ST & DUVALL AVE NE - SIM CORNER POLE DETAIL I
24" FOUNDATION
WSDOT STD.
J-20.1 1.
TYPE PS
POLE WITH
9"X9" BASE
PLATE.
-FX —RI�W REACH\.
OF' CENTER OF CROSSWALK
ENT
000 00
00(T
000 0
0 0
0 00
0
4.. 0
CENTER OF CROSSWALK
EXISTING FENCE �
FACE OF CURB
BACK OF CURB 19*5'
TYPE III SIGNAL POLE WITH
18"XIS" BASE PLATE.
36" ROUND
FOUNDATION
PER WSDOT STD.
J-26.10.
r;In
FACE OF CURB
BACK OF CURB
0 5
SCALE IN FEET
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Transportation Engineering NorthWest
Transportation Planning I Design I Traffic Impact & Opeemi
I 1� SE ft S�eet. Suite 200. Bellevue. WA 98004
Off ce (425) M9-6747
Project Conlach Trevor Takara, P.E.
Phone: 425-25M865
NE IOTH ST & DUVALL AVE NE - NE CORNER POLE DETAIL
36" ROUND
FOUNDATION
PER WSOOT STD.
J-26. 10.
CENTER Of
CROSSWALK
TY�E hill SIGNAL POLE WITH
T IS-XI8- BASE PLATE. EXISTING FENCE
14.0 ,
\q � . n A G" I
TYPE PS
40' POLE WITH 24" FOUNDATION
9"X9" BASE PER WSOOT STD.
PLATE. J-20. 11.
**t4
24 - FOUNDATIO
PER WSDOT STD.
j
20.11.
BACK OF CURB
FACE OF CURB
CENTER OF CROSSWALK
NE IOTH ST & DUVALL AVE NE - SE CORNER POLE DETAIL
CENTER OF DGE OF
24" FOUNDATION CROSSWALK VEMENT
PER WSDOT STD.
J-20. 11.
TYPE PS
POLE WITH
9"X9" BASE
PLATE.
1 7" REACH
7.0'
0
0 RWQ SCALE IN FEET
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0 00 TYPE PS
00 0 POLE Wi
FACE OF CURB 00000 T
9"X9"
BACK OF CURB 7.01 BASE
PLATE.
9.5,
CENTER OF CROSSWALK 1.
REAC
8.5'
24" FOUNDATIO
PER WSDOT S 36" ROUND S2
J-20. 11. FOUNDATION
PER WSDOT STD.
J-26.10.
1.5,
TYPE III SIGNAL POLE Will
18"X?8" BASE PLATE.
7.0'
00000 EX RIW
7-
CH
TYPE PS
POLE WITH
9"X9 BASE 0 5
PLATE.
SCALE IN FEET
POLEIPUSHBUTTON PLACEMENT NOTES
1. SIGNAL CONTRACTOR, CONCRETE CONTRACTOR, AND ASPHALT
CONTRACTOR SHALL COORDINATE TO ENSURE THAT THE
RELATIONSHIPS SHOWN BETWEEN THE SIGNAL POLE AND
DIMENSIONED ELEMENTS ARE MAINTAINED.
2. PEDESTRIAN PUSHBUTTON SHALL BE ORIENTED SUCH THAT
THE FACE or THE PUSHBUTTON IS PARALLEL WITH THE
CROSSWALK THAT IT SERVES.
3. SIGNAL CONTRACTOR AND CONCRETE CONTRACTOR SHALL
CONFIRM THAT THE PUSHBUTTON IS NO GREATER THAN
10-INCHES HORIZONTAL CLEARANCE FROM ANY FACE OF
CURB OR VERTICAL OBSTRUCTION.
INTERCONNECT
SCHEMATIC
- DUVALL
AVE NE
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EX 72SMFO IN
DUVALL AVE
NE
EX CONDUIT
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CABINET
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TO SCALE
EX 72SMF0 IN,
NEW
CONDUIT
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CHEDIMM DATUM
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NO. REVISION BY DATE APRRwn�D sa� =R)�y
T-419222
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CITY OF
RENTON
Planning/Building/Public Works Dept.
NEW ELEMENTARY SCHOOL #16
CHELAN AVE NE
RENTON, WA 98M
TRAFFIC SIGNAL POLE
PLACEMENT DETAIL
04 MAR 2022
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