HomeMy WebLinkAboutR-3693164('')
0)
C0
C'7
O
W
H
�I
It Main 3
16' -4 "
18'-0"
It Main 2
14'-35a'±
41 ' —53,4"
13'-0" 5'-0" 13'-73,4"
11-4E1 @ ± 12" cts. 13-4E1 e ± 12" cts.
5-4E1. 1010-4
14-4E1 @ + 12" cts.
roo. C
11- 1010-4 @ + 12" cts. 13 -1009-1 @ + 12" cts.
(B.F.1 8
14-1009-1 @ ± 12" cts.
e
M
(B.F. of Backwal() �t' (B.F. of Backwoll)
507-10 (F.F.)
(B.F. of Backwoll)
Q
Elev. 3 3. 32
504-8 (E.F.1
�-T-------_See
�
thickness.T-yp
.,
__-- ��----------------
I
nl a, Waterstop w/
NI
e Protection Sheath
_ 509-6 (E.F. )-
------ -- - - - - - - - - - - - - - - - 1
!1 23 - 507-10 @ 12" cts. (F.F. of backwoll only)
i T T T
---- --- -- ----- -
- - - -
1 14 - 507-10 @ 12 cts. (F.F. of backwall only)
_
--------------'--1----------------- --
t---r�Oi-
— — — — — — — — — — — — — — — — — — — —
I o+
'
— — — — — — — — — — — — — — — — —
-
1.1
2"xl2" Keyed 1
1
- - - - - - - - - - - - - - ---
TT •J•-- �J - J
- IIr
L' IJ L. 11 L. IJ L: :L
-oII
II
,
„,
Construction
Joint Joint
.11
r F.O.---III 4 - 5411-2
" a. x 1-0I,2" deep P-VC—Sleeve-II1
I
I
1I1I
y
ef
blackout for anchor bolt. Conduits. Se Note 5. 1 1 I I 1 1 1 11�
Adjust reinforcement as Typ. G
13"
I Waterstop
/-
1I
I`
necessary to clear 3„I 1'_g" _3 I
1 1'
Y
m I
1 I
blackout. Blackout form
;7"
N III I
I
shop be removed before 1'-0" I f
I
•� I
a
1 I
anchor bolt is set. Typ. 42 - SE1 @ 12" cts. 16
I
— L
_-----------
III
2"x12" Keyed
Construction
- - - - - - - ---- ------------- GCGG
o t
-----------
------------ ____-_
1I
'
N
W , ;
I
l
111
;II
IIG
IIG
1 N
I '
1
Q
a)
t — N
U
;I I I
III
lit
N
'o.
;111 r
IIG
83 - 827-1 @ 6" cis. IF.F.) 11R
I
c1
i v
83 - 1427-1 @ 6" cts. (B.F.) Ilh,
I
I
III 4--827-1 �
it
I
M
41 - 51`1 @ 12" cts. IBump-out) llh
I
r
b
1
1
III
1I Q
III;
42 - 14,11 @ 12" cts. III'
1
1
X
;111
--------- ----
41- 14,12 @ 12" cts. III
-----------------------------------------------------
I
MI }^
U1
1I1� • • • ----- _--------------------------- _—_—_—___—_—_—_—_-------------
— — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — —
�14J4
_�
N
`�
I
11 14J3 @ 6" cts. Bx41 � 5G1 @ 12" @ 6" cts.
j1 I D
cts.
— — — — — — — — — — — — — — — — — — — — — — N — — — — — — — —i.— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
1 -
_-
°' I
I
_O
N
-1— 608-6 @ 6 cts. Q 42 - 14J2 @ 12 cts.
I
h I
'
U
N +
18
I
N
°•
41-- 14J1 @ 12" cts.
I
1
1 14J3 @ 6" cts. .. 14J4 @ 6" cts.
- — - - - - - - - - - - - - - — - - - - - - - — -- - - - - - - - - - — - - - - - - - - —
I 1
4-1 o
Elev. -1.00 .
L
-
..
Li -
T��
541-2 )Typ.
6E1 C between piles)
T
o
2'-534' 6 S
Mj : I1 1 4-537-6
(Typ. between p les)
@ 6'-0" = 36'-0"
ELEVATION — ABUTMENT #3 (STAGE I)
(Looking RY South)
(Temporary Shoring not Shown)
24' Dio. pipe
pile. (Typ.)
6E2 --/
3.-0„
Main 1
�jcIA-III l-%! UfiZ
�F/ o(-)v 4-�-
2"X12" Keyed
Construction Joint.
Typ.
- Waterstop
Future Main
18,-0"
Ele� ,
jZ(cl vc'ti?Z
Notes:
1. Slope area around bearings a minimum
of z' per foot to drain. Bearing areas
to be level.
2. Provide 3,4" chomfer on all exposed
edges and corners.
3. The following bars shall be mechanically
bar spliced
1450 to 14J1 and 14,12
14J3 to 14J5
14,14 to 14JG
541-2 to 517-6
64 1 -2 to 617-6
4. For detail of waterstop see sheet RA-16.
5. Contractor shall locate bars around conduit
as shown. The Contractor shall use PJF to
fill the space between the outside of the
conduit and the inside of the PVC sleeve.
6. For Section C-C see sheet RA-27.
7. Cut 541-2 bar into needed lengths on each
side of conduits and provide 2" clearance.
8. See RA-17 for Waterstop Protection Detail.
R-3693164
FEDAID: STPUL-1276(004)
i BergerABAM
Z/
333019thAvenueSouth,Suite3000L?
Federal Way, Washington 98003-2600
(206) 431-2300 Fax: (206) 431-2250
'C1' HANSOM
O Copyright Hanson Professional Services Inc. 2011
ate.
�.
ti SHOWN
�_ "°'°"
r,°�„»�
°. TUM
CITY OF
.� RENTON
Public Works Department
Apprc ad For constriction
Robert M. Hanson P.E. Date
STRANDER BOULEVARD EXTENSION
PHASE 1, SEGMENT 2A
BNSF BRIDGE N0. 11.07 L.S. 0051
ELEVATION - ABUTMENT #3 (STAGE 1)
12/OS/11
-'*HPP-1276(005)
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
RECORD D RAW I N G S 7/31 /2014
HNG
.�
a.oa �
""` °�"'
RA-19
NO.
REVISION
BY
DATE
APPR
Nu
"" 1 75a231