HomeMy WebLinkAboutR-3693165Ch Main 3 It Main 2 It Main 1 Future Main
(3)
M _
O
� 17'-9"
13' -73,4' 4' -1 I,q"
LLI
~ 14-4E1 @ ± 12" cts. 4-4E1 @ ±12" ct . _
14-1009-1 @ 12" cts. (B.F.) 4 - 1010-4 @ p e
Q (B.F. of Backwall) +12" cts. w
(B.F.) EIev. 33.32
� N '
503 @ mid -thickness. 1 0
h Elev. 31.97 - y
�I-1---------------
I III ° % 508-9 (E.F.)
18 507-10 @ 12" cts. (F.F. of backwall only) I�
Ii--------------------------
I 'III 3" dia. x 1'-OIrZ' deep 4 -517-6 it Waterstop w/
I III blockoui for anchor bolt. Ilt Protection
I ; I Adjust reinforcement as I Sheath
Waterstop I necessary to clear I
I I blackout. Blackout form I ( L
sh011 be removed before I t 2"xl2" Keyed >
I I I anchor bolt Is set. Typ. I t Construction N
I I I 18-5E1 @ 12" cts. I t Joint
2"x12" Keyed I
Construction I 1 I I 36 - 821-1 @ 6" cts. IF.F.) I U �_ e
Joint I _ 36-1427-1 @ 6" cts. (B.F.) ^
Ik Y _ __
` W LL
n, t i III --------------------- i •3
ti -m
N i I I N r1'1 H C
j I UO N 1
o I N o° N
I III m
18 -5F1 @ 12" cts. (Bump -out)
n+ I ail 4-827-1---'ej
o N
;Ili F Ili
ej�
iI I 18 -14J1 @ 12" cts.
I ; III N III a�
14J2 @ 12" cis. III > °m
_--- III xV N
- - - ----------------------
-----------------------
ui
114J6 @ 6 cts.---- ------ ^
W I ( 8x18-5G1 @ 12" cts. _ 6 cts. II1Q1 M : �L `
I-----------------
III 16 --14J2 @ 12" cts. = "' 608-6 @ I M
N O I I I O G" cts. I O
Notes: „, i III 18^14J1 @ 12" cts.
� W L
E 1. SI a area around bearings a minimum - - I- 1114J6 @ 6" cts. 14J5 @ I b
s of�z per foot to drain. Bearing areas I II 6° cts- -
-----------------
m to be level. o---------------------�-
-0 2. Provide q chamfer on al I exposed ;,, • • •..'..'�.'..• • • • • • ..........� -`t•-• • • ..'..',....... ;,., >
`I edges and corners. . J 1 ; 6E3 LI X
Elev. -1.00
$I 3. bar solicetlbetween
following
bars shall be mechanically
(Typ4- 537-6 (Typ
D 1D . between piles) ", piles)
1450 to 14,11 and 14,12
m 14.13 to 14J5�-
LL 14.14 to 14J6 W e� Q
541-2 to 617-6 24" Dia. pipe o _ r- Ie r
641-2 to 17-6 1
2"x12" Keyed pile. (Typ.) __ 2"x12" Keyed
4. For detail of waterstop see sheet RA-16. Construction Joint 3'-0" 2 Spaces @ 6'-0" = 12'-0" 2'-9" Construction Joint
5. For Section D-D see sheet RA-27.
0 6. See RA-17 for Woterstop Protection Detail. Waterstop ELEVATION -ABUTMENT #3 (STAGE I I )
(Looking RY South)
an (Temp Shoring Not Shown) R-3693165
§ FEDAID: STPUL-1276(004) :
a. HPP—i276(005) ') BergerABAM RECORD DRAWINGS 7/31/2014 "' sr+owN CITY OF STRANDER BOULEVARD EXTENSION %o5/tt
s Department
CALL 48 HOURS �/ '`11 HANSON °""" CDP Public WorkRENTON PHASE 1, SEGMENT 2A
33301 9th Avenue South, Suite 300 DATUM roved For G instruction
BEFORE YOU DIG I .,� APP BNSFBRIDGEN0.11.07 L.S.0051 RA-20
N Federal Way, Washington 98003-2600 ®Copyri ht Hanson Prolessionol Services Inc 20tt
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 B NO- REVISION BY DATE APPR inn Robert M. Hanson P.E. Date ELEVATION ABUTMENT #3 (STAGE II) 1 76'231