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ANCHOR ROD — 1 "0 x -
4'-4" LONG THREADED
ROD WITH 2 WASHERS AND
4 HEAVY HEX NUTS (TYP.).
THREAD EACH END 14".
GALVANIZE ANCHOR ROD
ENTIRE LENGTH. r
.. I
I
0
0
0
Cn
Cn
w
Nw/�/
L�.f_1
t)
z
0
NOTE:
USE A TEMPLATE TO LOCATE AND
SECURE BOLTS IN PLACE DURING
FOUNDATION INSTALLATION.
B
x
POST
i r
CAP OF ONE FOUNDATION MAY BE
PLACED WHILE SIGN STRUCTURE IS
TEMPORARY SUPPORTED IN PLACE
SEE ANCHOR DETAIL 1
ALTERNATE HOOKS
EVERY OTHER BAR
3_ 0„
STEP
FO-TIM11, �
�I
] #9 (10 BARS TOTAL)
3'-0" 0 SHAFT
SHAFT ELEVATION
* CASE THE EXCAVATION AND USE
TREMIE WHEN WATER IS PRESENT
1 '— 3"
n
N POST
OIL
H
Ln
n
c3j
� POST
CAP EACH END
SECTION rB
1" LENGTH OF 1"
SPIRAL BAR — WELD
FIELD WELD OR
SHOP WELD S(E /2 �R S(E SHOP WELD
WELDING SHALL MEET THE REQUIREMENTS
OF STD. SPEC. 6-02.3(24)E
FOR WELD DIMENSIONS. SEE TABLE BELOW.
�— 1 1 /16" 0 HOLE (TYP.)
3/8" THICK (ASTM A36)
ANCHOR DETAIL 1
DMJM HARRIS AECOM
BELLEWE, WASHINOTON 98004
PHONE: (425) 454.6800 FAX: (425)454022D
DEFORMED BAR
WELD DIMENSIONS
S
E TLEN
GTH L
#4
1r
1 1%
1 4
WELDED LAP SPLICE DETAIL
APPROVED FOR CONSTRUCTION
CITY OF RENTON
DATE
3/4" CHAMFER (TYP.)
Q #9 (10 BARS TOTAL)
] #5 (TYP.) n 4 TOTAL
�1 #4 (TYP.)
AT EACH CORNER
=D GROUND LINE
0 STEEL CONDUIT
3 WRAPS
OF SPIRAL
SPIRAL BAR
NOTE:
USE A TEMPLATE TO LOCATE AND
SECURE BOLTS IN PLACE DURING
FOUNDATION INSTALLATION.
�F5 #6 Q 12"
F 4 #6 @ 12"
F5 #6 F3 #8
SLOPE TO
MATCq ROADWAY
II li II
— — — — — — — — -- SEE ANCHOR DETAIL 2
--------i ! II
• � II II ����
- T
1)�" DIAM. STEEL CONDUIT
F10 #6 n F1 #6 AND F2 #6 14 SPA. @ 6" 12" F1
3„ 'rTOP & BOT. N
SECTION rD
25" �01
L� i1
ANCHOR ROD-2"O X 4'-4" LONG
THREADED ROD WITH 2 WASHERS
AND 4 HEAVY HEX NUTS (TYP.)
THREAD EACH END 8" GALV.
ANCHOR ROD ENTIRE LENGTH
CAP EACH END
WELDED SPLICE
AT END OF
SPIRAL
SPIRAL TERMINATION DETAIL
x
[V ¢
I �
I�-
; A�J
71
1. LL
N >-
POST
0
171
N>-
LO
Q 0
1/2" PREMOLDED
JOINT FILLER
REINFORCED
CONCRETE
PAVEMENT
SURFACE,
Sum:
SC&E-
NTS
ONE INCH
AT FULL SU F
F NOT ONE INCH
SCALE ACCORDINGLY
v�- NAw 1988
HORIIONTAL MAD 1983/1991
DATU Y
oESICMEo-
S.TU
DRAWN:
Y.JINANG
CHECKED:
KLINTS
APPROVED.
! R. MEYER
REVISION
I BY
I DATE
I APPR
r
A-
N
Of rz
J < 0
U
AND F2 46 0 12
(TOP & BOT )
RECORD DRAWINGS
SEPTEIY6ER 2010
BASED ON CONTRACTORS
RECORDS
2 1 /4" 0 HOLE (TYP.)
3/8" THICK F� (ASTM A36)
ANCHOR DETAIL 2
ANCHOR ROD
F3 #8
4" M A X
=-t-�
TOP OF CURB
HMA PAVEMENT —
SURFACE
•1 '- 6" I I F2 #6 n ALT. HOOK
MIN. DI RECTI ON
•EMBEDMEN • F9 #6 (TYP. E.S.)
2" CLR (TYP.)
F1 #6 r r].-.
F3 8 7 SPA. @1'-1" MAX. = 7-6"
TOP AND BOT.
SECTION rA
RAINIER AVE S (SR 167)
IMPROVEMENTS PROJECTFIMOBOM:
• CITY OF PHASE 1 PAGE
E-
tRENT�N SHATTUCK AVE S STORMWATER BYPASS DPAWNG NO:
Public works Dept. FOUNDATION DETAILS ST03
FED AID NO.: ARRA-0167(044) SHaT-.23 -4