HomeMy WebLinkAboutR-3693162CY)
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Future Main Main 1 It Main 2 Main 3
Notes:
1. Provide protection sheath over partially
17'-9, embedded woterstops prior to bockfilling.
2. Provide protection sheath over full height
4'-1I«4" 13'-734' Ifwoterstops construction oand hthe awestern stern dedge ge foftage
Stage Il construction.
4 - 4E1 @ ±12" cts. 14 - 4E1 @ ± 12" cts.
e 4 B 4 - 1010-4 @ 14-1009-1 @ 12" cts. (B.F.) 3. The field fit cap plate shall fully cover
the top opening of the protection sheath.
±12' cts. (B.F. of Backwall)
- EIev. 33.32 (B.F.) 4. The protection sheath shall be of continuous
one-piece construction above elevation 24.0.
+ o 503 @ mid -thickness. M
{� TYD• Elev. 31.97
iT1 —'T —(\�.— — — — — — — — — — — — — — — — - 1� v
503-9 IE!F. )� III I
I I
jII 18-507-10� @ 12" cts. (F.F. of backwall only) i j j Eastern edge of Stage I
— — — — — — — — — — — — — — — — — — — — — — — — I Western edge of Stage II
of backwol I
Waterstop w/ �II� L4-517 6 JLJField fit 16 gage
Protection 3" dio.x1'-012tleeD
II galvanized sheet 6«
Sheath I blackout for anchor bolt. i I I I Waterstop metal custom cop N
Adjust reinforcement as i I plate. Tack weld
t necessary Blackout
clear I
I I I to secure in the
blackout. Blackout form I � (- � Waterstop.
shall be removed before I I I field. 1 _ Typ.
N 110, B I anchor bolt is set. Typ.
j l 18-5E1 @ 12" cts. I I I I I
2"X12" Keyed I , I 2 x12 J
Keyed Secure to foundation with 1,4"
Construction I I Construction I J dip.. hex washer head corrosion
r Joint I I I Joint I I 16 gage galvanized resistant. self topping concrete
I I I I I sheet. Typ. screws at 6" cts.. Typ.
36 -827-1 @ 6" cts. IF.F.) II 16 Gage bent galvanized
I
X o x 136-1427-1 @ 6" cts. (B.F.) I I I ~ram sheet metal protection 1
sheet. Install to protect
0 o u g I; I I I M partially embedded
U, I I I I waterstop
WATERSTOP PROTECTION DETAIL SECTION J—J
I �4 -827-1 1 i 1
U I II I
I.F-
M, z S I I I I
x =a I 18 - 14J2 @ 12' cts. I I I
+ l l 1
18 - 14J1 @ 12" cts.
X I I
11 '- - - - - -_ - - - - - - - - - - - - - - - - -_ - - - _
..==-ram=r-r�-r.�.r-r r. t---- =t --«--=" X:-1'-I-_= --
— 14J5 @ 6" cts. �14JG @ 6 cts.1 I N
8x18- 5G1 @ 12" cts. II I I Notes:
ti = ull�1 _ — — — — — - - ----------------IT �- - - 1. Slope area around bearings a minimum
608-6 @ 18 -14J1 @ 12" cts. _ `-
` I .o w I of 2' per foot to drain. Bearing areas
0 6" cts. 0 I I o
+ I i N to be level.
a N M ItII 18--14J2 @ 12" cts. II I I .,
2, Provide 1y" chamfer on all exposed
_ _
14J5 @ 6" cts. 14J6 @ 6" cts•II I edges and corners. II I
Y -
1I L = — o 1----------------------- 3. The following bars shall be mechanically
—--------- . 4 bar spliced
—. :z
M M
'..'.i'..'....... E3 ,
Elev. -1.00
" V 1 ' '� :��6 1L = 1450 to 14J1 and 14J2
''„"�<� '��„"` . ao t4J3 to 14J5
517-6 (Typ. c 4- 537-6 14J4 to 14J6
between piles)
(Typ. between piles) 41-2 to 17-6
64t-2 to 617-6
T U cc 4 r 4. For detail of waterstop see sheet RA-1 6.
�/L---'--�i o�i �s
24" Dia pipe 5. For Section B-B see sheet RA-27.
2"X12" Keyed pile. (Typ.) 2"x12" Keyed
Construction Joint 2 Spaces @ 6'-0" = 12'-0" 3'-p" Construction Joint
ELEVATION — ABUTMENT #1 ( STAGE I I) Woterstop
(Looking RY North) R -3693 1 62
(Temporary Shoring Not Shown)
FEDAID: STPUL-1276(004)
HPP-1276(005)
�) BergerABAM
�/
333019thAvenueSouth,Suite300
Federal Way, Washington 98003-2600
206 431-2300 Fax: 206 431-2250
( ) ( )
<0!HANSON
OCopYrght Honson Professional Services Inc. 2011
f°
°�'HNG`AsS�.�w"-...0'RENTON
w�.ivinn
CITY OF
Public works Department
apprc ed For Construction
Robert M. Hanson P.E. Date
STRANDER BOULEVARD EXTENSION
PHASE I, SEGMENT2A.,
BNSF BRIDGE N0. 11.07 L.S. 0051
ELEVATION -ABUTMENT #1 (STAGE II)
"'12/05/11
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
RECORD DRAWINGS 7/31/2014
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RA-17
REVISION
BY
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APPR
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173 °'231