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NOTE:
USE A TEMPLATE TO LOCATE AND
SECURE BOLTS IN PLACE DURING
FOUNDATION INSTALLATION.
ANCHOR ROD - 1 "0 x B
4'-4" LONG THREADED
ROD WITH 2 WASHERS AND ,.
4 HEAVY HEX NUTS (TYP.). x
Q
THREAD EACH END 14.
GALVANIZE ANCHOR ROD
ENTIRE LENGTH. C'
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POST
CAP OF ONE FOUNDATION MAY BE
PLACED WHILE SIGN STRUCTURE IS
TEMPORARY SUPPORTED IN PLACE
SEE ANCHOR DETAIL 1
�I
-] #9 (10 BARS TOTAL)
3'-0" 0 SHAFT
SHAFT ELEVATION
* CASE THE EXCAVATION AND USE
TREMIE WHEN WATER IS PRESENT
1'-3"
N POST
STE[
1" LENGTH OF 1"
SPIRAL BAR WELD
n
i
:)j SHOP WELD S(E
\— 1 1 /16" 0 HOLE (TYP.)
3/8" THICK (ASTM A36)
ANCHOR DETAIL 1
/2 OR S(E
ALTERNATE HOOKS
EVERY OTHER BAR
CAP EACH END
SECTION
FIELD WELD OR
SHOP WELD
WELDING SHALL MEET THE REQUIREMENTS
OF STD. SPEC. 6-02.3(24)E
FOR WELD DIMENSIONS, SEE TABLE BELOW.
DEFORMED BAR WELD DIMENSIONS
S E LENGTH (L)
#4 1/4 Y8 4
WELDED LAP SPLICE DETAIL
POST
3/4" CHAMFER (TYP.)
a #5 El
0 #9 (10 BARS TOTAL)
�5 #5 (TYP.) n 4 TOTAL
0 #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 A
FOUNDATION INSTALLATION. _
ANCHOR ROD-2"O X 4'-4" LONG
THREADED ROD WITH 2 WASHERS F5 #6 @ 12"
AND 4 HEAVY HEX NUTS (TYP.)
THREAD EACH END 8" GALV. N Q #6 @ 12"
ANCHOR ROD ENTIRE LENGTH �I
CAP EACH END
U"
LL-
a
Q2" DIAM. STEEL CONDUIT
F10 #6 n
WELDED SPLICE
AT END OF
SPIRAL
SPIRAL IINATION DET
SURVEYS
CL
NG APPROVED FOR CONSTRUCTION
N DMJM HARRIS AECOM �Pw °� J��G DESISETU
0 10900 NE 8TH STREET, SUITE 750 DRAWN: NG
BELLEVUE, WASHINGTON 98004 43717
`Ap �.�al T��' CHECKED:
06 PHONE: (425) 454-5600 FAX: (425) 454-0220 �'� �a�� CITY OF R E N TO N DATE K. LI NTS
N SIoNAL E
APPROVED:
NO. REVISION BY DATE APPR R. MEYER
3"
Ln
N
1 /2" PREMOLDED
F9 F3 #8
j SLOPE TO
11
MATC4 ROADWAY
�� r
II II II II
II I II II
--------+� SEE ANCHOR DETAIL 2
- •--------I I III II II
E F3 #8
w
N �^
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F1 #6 AND F2 #6 — 14 SPA. @ 6" 12" F1 #�6 AND F2 46 @ 12"
(TOP & BOT.) (TOP & BOT.)
SECTION p
25" ST01
:I
RECORD DRAWINGS
SEPTEMBER 2010
BASED ON CONTRACTOR'S
RECORDS
�2 1/4" 0 HOLE (TYP.)
3/8° THICK h' (ASTM A36)
ANCHOR DETAIL 2
JOINT FILLER TOP OF CURB
REINFORCED ANCHOR ROD 2" MIN. HMA PAVEMENT
CONCRETE 4" MAX. SURFACE
PAVEMENT F3 8 II I I I 11
SURFACE, 0#
T
4.
is ee
a' a :.II •
�• ��� I' II I� II
F2 #6 I� ALT. H00
•1'-6" I '� �� I I I I • DIRECTIOf'
MIN. II II II
•EMBEDMEN T • F9 #6 (TYP. E. S.)
-_ - -� 2" CLR (TYP.)
�r L T_
• • 0 •
F1 #6
U
F3 #8 7 SPA. @1'-1" MAX. = 7'-6"
R 342623 � SECTION`"° E°�
SCALE: ��� VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
ONE
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
RAINIER AVE S (SR 167)
IMPROVEMENTS PROJECT FIELDBOOK:
• CITY OF PHASE 1 PAGE:
RENTON SHATTUCK AVE S STORMWATER BYPASS DRAWING NO:
Public Works Dept. FOUNDATION DETAILS ST03
FED AID NO.: ARRA-0167(044) sHEEr:23 oF:4
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