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TOP FOUNDATION
LEVEL WITH GRADE
SEE TYPICAL
3'- 0"
SECTION FOR
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SIDEWALK
O
REINFORCEMENT
SIGNAL STANDARD FOUNDATION
SEE
STANDARD PLAN J-26.10
SIGNAL STANDARD FOUNDATION
SEE STANDARD PLAN J-26 10
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FINSHED GRADE
NOTE
2:- 0" FOR 3'-0" DIAM. FOUNDATION
SLOPE FLAT TO 2H F: IV
(4H : IV SLOPE SHOWN)
2' - 6" FOR 4' - 0" DIAM. FOUNDATION
2' - 6" FOR 3' - 0" SQUARE FOUNDATION
O SLOPE TO DRAIN AWAY
FROM THE FOUNDATION
SLOPE NOT STEEPER THAN 5%
(SHOWN REDUCED)
PLAN
FOUNDATION IN OR NEAR SIDEWALK
CASE A
SIGNAL STANDARD FOUNDATION
- SEE STANDARD PLAN J-26.10
SECTION ( A
------------------------
SIGNAL STANDARD FOUNDATION
SEE STANDARD PLAN J-26.10
NOT STEEPER
THAN 1.5H : 1V 111m,,'
U
U SLOPE TO DRAIN AWAY
FROM THE FOUNDATION
SLOPE NOT STEEPER THAN 5%
PLAN ELEVATION
EXISTING GRADE OR FILL SLOPE = FLAT TO 10H : 1V
CASE B
SIGNAL STANDARD FOUNDATION
------ - SEE STANDARD PLAN J-26.10
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(� NOT STEEPER THAN 2H: 1V
FINISHED GRADE
SLOPE = 3H : 1V OR FLATTER
BUT NOT FLATTER THAN 10H : IV
SIGNAL STANDARD
1� SLOPE TO DRAIN AWAY FOUNDATION - SEE
FROM THE FOUNDATION STANDARD PLAN J-26.10
SLOPE NOT STEEPER THAN 5%
PLAN ELEVATION
EXISTING GRADE OR FILL SLOPE = 10H : 1V TO 5 3H: 1V
CASE C
O SLOPE TO DRAIN AWAY
FROM THE FOUNDATION
SLOPE NOT STEEPER THAN 5%
PLAN ELEVATION
EXISTING GRADE OR FILL SLOPE = > 3H: 1V TO 2H : IV
CASE D
SEE TYPICAL SECTION FOR REINFORCEMENT
4' - 6" MIN. w z
SIGNAL STANDARD FOUNDATION - * * Q
CEMENT CONCRETE SIDEWALK SEE STANDARD PLAN J-26.10
SEE STANDARD PLAN F-30.10
OR ASPHALT CONCRETE PAVEMENT i
* 4'- 6" MIN. FROM THE FACE
OF THE POLE TO THE BACK OF 3/8" PREMOLDED
THE CURB OR EDGE OF SHOULDER JOINT FILLER
����•, 3/8" PREMOLDED JOINT FILLER ILL
m �
SEE TYPICAL SECTION FOR 00
CEMENT CONCRETE SIDEWALK io a z
' REINFORCEMENT - SEE STANDARD PLAN F-30.10 0H
OR ASPHALT CONCRETE PAVEMENT to
� VARIES 318" PREMOLDED
V/e T 6" MIN.. JOINT FILLER NOTE
- * *= APPLIES TO THE SIDE OF THE FOUNDATION WHEN
PEDESTRIAN PUSH BUTTON IS TO BE INSTALLED.
NOT STEEPER THAN 1.5H : 1 V
FINISHED GRADE
SLOPE = STEEPER THAN 3H: IV
BUT NOT STEEPER THAN 2H: IV
O NOT STEEPER
THAN 2H: 1V
FINISHED GRADE
SLOPE = FLAT TO 1 OH : 1 V
(10H : 1V SLOPE SHOWN)
SIGNAL STANDARD FOUNDATION
- SEE STANDARD PLAN J-26.10
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SIGNAL STANDARD FOUNDATION S p w
- SEE STANDARD PLAN J-26.10 W
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SIGNAL STANDARD
FOUNDATION PLACEMENTS
STANDARD PLAN J-26.15-01
SHEET 1 OF 3 SHEETS
APPROVED FOR PUBLICATION
Pasco Bakotich 111 05117112
STATE DESIGN ENGINEER DATE
Admok
Washington State Department of Transportation
CEMENT CONCRETE SIDEWALK z LLO 0
SEE STANDARD PLAN F-30.10
\\ U 0
\\ LL
0 Q
SEE TYPICAL SECTION 1
FOR REINFORCEMENT
3/8" PREMOLDED
JOINT FILLER
SIGNAL STANDARD
I II STANDOARD UNDATION PLAN J 26.E10
CEMENT CONCRETE SIDEWALK
- SEE STANDARD PLAN F-30.10
TRAFFIC ISLAND - SEE
CONTRACT PLAN SHEETS
FOR DETAILS
SEE TYPICAL SECTION
FOR REINFORCEMENT
3/8" PREMOLDED
JOINT FILLER
4'- 6" MIN.
TO FACE OF
STANDARD
SIGNAL STANDARD w `, FOUNDATION PARTIALLY WITHIN 4' - 6" MIN. III
FOUNDATION - SEE SIGNAL STANDARD TO FACE�OFSTANDARD PLAN J-26.10 SIDEWALK SECTION FOUNDATION - SEE STANDA
STANDARD PLAN J-26.10 FOUNDATION WITHIN SIDEWALK
,d o DUAL PEDESTRIAN PUSH BUTTON �c OR TRAFFIC ISLAND SECTION
o NOTE
NOTE SIGNAL STANDARD REFER TO CONTRACT DOCUMENTS FOR PROJECT SPECIFIC
q CEMENT CONCRETE SIDEWALK INTERSECTION LAYOUTS & TRAFFIC ISLAND MATERIAL TYPE
rn FOUNDATION - SEE SEE STANDARD PLAN F-30.10
* = 2'- 0" FOR T - 0" DIAM. FOUNDATION STANDARD PLAN J-26.10 OR ASPHALT CONCRETE PAVEMENT
2'- 6" FOR 4'- 0" DIAM. FOUNDATION FOUNDATION PARTIALLY
m 2'- 6" FOR 3'- 0" SQUARE FOUNDATION WITHIN SIDEWALK SECTION
z
APPLY GROUT EVEN WITH THE
o SINGLE PEDESTRIAN PUSH BUTTON BOTTOM OF THE ANCHOR PLATE GROUNDING CONDUCTOR NON -INSULATED
AFTER PLUMBING THE STANDARD #4 AWG STRANDED COPPER - PROVIDE 3' MIN.
FOUNDATION OUTSIDE THE SIDEWALK SECTION PROVIDE 3/8" DIAMETER DRAIN TUBE SLACK (ROUTE CONDUCTOR TO GROUNDING STUD)
IN THE GROUT PAD
I FORM TO FINISH GRADE WHEN INSTALLING
SIDEWALK OR TRAFFIC ISLAND
WWF 4 x 4 - W 2.9 x 2.9 AT CENTER 3/8" PREMOLDED JOINT FILLER
10 GAGE STAINLESS STEEL TAG -� OF EXTENDED SIDE WALK AT SEE CONTRACT PLANS FOR J
RECESS FLUSH WITH TOP OF SIGNAL STANDARD FOUNDATION FOR EXTENDED SIDEWALK SIDEWALK OR
SIGNAL FOUNDATION FINISHED FOUNDATION LAYOUT TRAFFIC ISLAND
IDENTIFICATION TAG
� x
SIGNAL STANDARD 12 - 28 (NF) x 2" LONG STAINLESS STEEL - - �- --- _ 0
� z n-- - z � �
SCREW •- DRILL AND TAP FROM BOTTOM, ` I I I I l g o
I� HAND HOLE LEAVE SCREW FLUSH WITH TOP. APPLY
LOCKTITE TO SCREW THREADS TO BIND is
SCREWS AND I.D. TAG TOGETHER
ROUGHENED cl 2
II CONCRETE SURFACE
FOUNDATION
OBLIQUE VIEW
REINFORCING AND ANCHOR BOLTS
NOT SHOWN FOR CLARITY
(GROUT PAD OPTION SHOWN)
3/8" PREMOLDED
JOINT FILLER
SEE TYPICAL
SECTION FOR
REINFORCEMENT
LL
LL
H
EXISTING GRADE OR CUT SLOPE
SLOPE = FLAT TO 2H : 1 V
(MAX. SLOPE SHOWN)
TOP OF FOUNDATION
LEVEL WITH GRADE
SIGNAL STANDARD FOUNDATION
�- SEE STANDARD PLAN J-26.10 SIDEWALK
�\o, \il
NOTE
* = 2'- 0" FOR T - 0" DIAM. FOUNDATION
2'- 6" FOR 4'- 0" DIAM. FOUNDATION
2'- 6" FOR 3'- 0" SQUARE FOUNDATION
10 SLOPE TO DRAIN AWAY FROM THE FOUNDATION
SLOPE NOT STEEPER THAN 5%
(SHOWN REDUCED) SECTION OB
PLAN
FOUNDATION IN OR NEAR SIDEWALK
CASE E
EXISTING GRADE OR CUT SLOPE
EXISTING SLOPE STEEPER
THAN 10H : IV TO 5 3H: IV
TOP OF FOUNDATION (MAX. SLOPE SHOWN)
SIGNAL STANDARD LEVEL WITH GRADE
FOUNDATION
- SEE STANDARD
SLOPE TO MEET
FINISHED GRADE
- SEE SECTIONS
FOR SLOPE
T_0"
SIGNAL STANDARD FOUNDATION
- SEE STANDARD PLAN J-26.10
(
PLAN J-26.10
1' - 0
V-0'
�q.
V
ILL
-
NOT STEEPER
`. BACK SLOPE
\ m
if THAN 2H: 1 V
--- _...------
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-.
SIGNAL N
-
SEE STANDARD PLAN J-26.10
PLAN Q SLOPE TO DRAIN AWAY ELEVATION
FROM THE FOUNDATION
SLOPE NOT STEEPER THAN 5%
EXISTING GRADE OR CUT SLOPE 10H : 1V TO < 3H : 1V
CASE G
SIGNAL STANDARD FOUNDATION
SEE STANDARD PLAN J-26.10 TOP OF FOUNDATION
LEVEL WITH GRADE
3' 0"
f8 q O N
NOT STEEPER
\ r THAN 2H: 1V
EXISTING GRADE
OR CUT SLOPE
7
FLAT TO 10H : 1V -
(MAX. SLOPE SHOWN)
10 SLOPE TO DRAIN AWAY
- FROM THE FOUNDATION
SLOPE NOT STEEPER THAN 5%
PLAN ELEVATION
EXISTING GRADE OR CUT SLOPE FLAT TO 1 OH : 1V
CASE F
EXISTING GRADE OR CUT SLOPE
SIGNAL STANDARD SLOPE STEEPER THAN
'7UNDATION - SEE 'in: 1V (2H : 1V MAX.)
ANDARD PLAN J-26.10 (MAX. SLOPE SHOWN)
TOP OF FOUNDATION
LEVEL WITH GRADE
O io
BACK SLOPE
T-0"
SIGNAL STANDARD
FOUNDATION - SEE
STANDARD PLAN J-26.10
SLOPE TO MEET FINISHED GRADE
NOT STEEPER}'. - SEE SECTIONS FOR SLOPE
THAN 1.5H : 1V
SIGNAL STANDARD FOUNDATION
_ SEE STANDARD PLAN J-26.10
PLAN /-= ELEVATION
Q SLOPE TO DRAIN AWAY
FROM THE FOUNDATION
SLOPE NOT STEEPER THAN 5%
EXISTING GRADE OR CUT SLOPE STEEPER THAN 3H : 1V (2H : 1V MAX.)
CASE H
To
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SIGNAL STANDARD
FOUNDATION PLACEMENTS
STANDARD PLAN J-26.15-01
SHEET 2 OF 3 SHEETS
APPROVED FOR PUBLICATION
Pasco Bakotich 111 05117112
STATE DESIGN ENGINEER DATE
Adw
Washington State Department of Transportation
CLAMP CONDUCTOR TO STEEL REINFORCING
WITH LISTED CONNECTOR
EMBEDDESUITABLE
D IN CONCRETE
IrO
" N. SIGNAL STANDARD FOUNDATION I I
- SEE STANDARD PLAN J-26.10 I I
FOUNDATION ;; ;; SIGNAL STANDARD
DEPTH 11' FOUNDATION PLACEMENTS
a SHAPE RD-------------------- SQUARE OR ROUND e STANDARD PLAN J-26.15-01
N DIMENSION 36" DIAMETER OR WIDTH SHEET 3 OF 3 SHEETS
ALT. # 1 """"------ '' ALTERNATE 1 OR 2 - SEE NOTE APPROVED FOR PUBLICATION
STANDARD PLAN J-26.10
FOUNDATION REINFORCING ONLY PARTIALLY SHOWN FOR CLARITY. Pasco Bakotich 1i1 05117112
SIGNAL FOUNDATION - SEE STANDARD PLAN J-26.10 FOR DETAILS NOT SHOWN. A=k STATE DESIGN ENGINEER DATE
IDENTIFICATION TAG DETAIL T Washington State Department of Transportation
TEXT SHALL BE ENGRAVED 0.014" DEEP TYPICAL SECTION -"TiiiiiiiiiiiiiIi 0 362
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SHEET$/SIG-14
OF: 70
JOB NO.: 17534
DWG: DETS-PDFS-SH 35