HomeMy WebLinkAboutR-3693157rn
c0
C'7
O
W
F_
To Tacoma
MY South)
BNSF R.O.W.
Notes:
1. The following bars shall be mechanically bar spliced:
1450 to 14,11 and 14J2
14,13 to 14J5 gpl c V o y q
14,14 to 14,16
17-6 to 541-2 6WO •� 3
17-6 to 641-2 /
20" Dia. casing for
�tro Dip. storm
*4* drain pipe. see
Drainage Plans for
details Ina '-,n"
2'-0"
3 Spa. @ 6'-4" = 19'-0" 19'-7" 2 Spa. @ 32'-7" 3 Spa. @ 6'-4" = 19'-0"
2'-0" Spacing of 24" dic.
31- 617-6 @ 6'-4" = 12'-8"
Pipe Piles
_ 5"
46 -14J5 d 14J6 @ 6" cts. (Top) 33--14J5 8 57- 617-6 @ 6" cts. (Top) 46 - 14J5 8 14J6 @
5"
6" cts. (Top & Bott.)
2 Layers of
14J6 @ 6" cts.
2 Layers of 29•- 617-6
6" cts. (Top & Bott.)
16- 617-6 @
(Top & Bott.)
@ Eq. Spa. (Bost.)
L
6"
Eq. Spa. (Gott.)
6„ 6-
Woterstop
N
517-6
— --- --- _
q10 -a I I - I11 p —
1 I 537-6
-- ------
(�41 - - - j 1 {0 { I
III 531-6 537-6 I I
-I
:o
o
I 1 5-517-6 @ Ea. Spa. III
1 -1
III pl
III I I
517-6
Q
between piles. Typ.CD 01� III
lop �I U 10 O
III
111 LI l� l0 OI Olyl
Q
o
Q
o
b
6E3
-
1 I 6E3 6E31�
. - - -
II 6E3 6E3�1 I I
6E3 °
_
U
U
_
O
v7
$
If
- 11 waterstop 11
_ _ - - - _ 111(�- - �-�
—
Q
Itl I I I III III g
-I"
III III I I; NI
g
E
o
0
4)
11 I I i
110 , 0 toil ; all 1110 0 V
0111 a all
o
ZE
6E2
}
bI I I I Ir III 6E2 u
6E2 I
1110 10
I 6E2
I 6E2
r
6E2
0
o
t
0
�-y
NO 101 O0 : `I II III 0
-t-r-t-r; -
01II II O 10 a �11
g
}
,
_
ar-m------- r ---�
- -
--Itr---------------m---t---- ----ql
_
T I
"'
Q
III III __�
Ij—71------- II --�
-N-
--__III I
= u IT�
�-24" Dia. n T
e
`•
�
: ,=t
'�'-'
Iq I I ; ; III II
pipe III I @
111 pile. (Typ.) III ql
+
o
Q
-
Ld
I_.I `111--- 11-. _
I I t __ 0
llr-
Q I I e= I I Qi
0
N
i 6E1
i
1I,1 , 1I I 6E1 6E1J11
11p ; ; Oil 11. O
- -
16E1 m 6E1 IVV-Y� I
0111 I I b O�
6E1 t
u;
U I I 111
�' U O;
III II
CD
541-2
N-541-2 @ Eq. spa.
i1 1 '1 I tween piles. T p. II
1� I /yll y r-537-6 II
O -
Q a I
III III I I tl1
1 537-6 537-6 II 1 1
541-2
�__-- — — — — ---- 1L--= --
--- ---�K
-
—___ I----------- D-U -- —
._.._.._..-.._.._
.._.._,._.._.._.._.._.._.._..�.,_.._.
.._.._.._.._---..-.._..-.
.._.......... ..............
_.._.._...................................
.._.._.._.._.._.-_.._.._.._.._.._.._...._.._.._.._.._.._.._.._.._.._.._.._..
._.._.._.._.._.._.._.._.
31 •- 641-2 @
6"
Woterstop
6"
'-
5"
4b-14J3 d 14J4 @
6'" cts. ITop)
33-14J3 &
57-641-2 @ 6" cts. (Top)
46-14J3 d 14J4 @
5"
6" cts. ITop 8 Bott.1 2 Layers of 1414 @ 6" cis. 2 Layers of 29 - 641-2 6" cts. (Top & Batt.)
N
' 16 - 641-2 @ (Top & Bott.) @ Eq. Spa. (Gott.)
o
d
Ea. Spa. (Boti.)
5'-2". 41'-9" 54'-9" 5'-2"
o
2. The Contractor shall field adjust the bottom mot of reinforcement
to occomindate the reinforcing coges IRC1) protruding from the 1�/ fja1 0 Fillh 6
3 24" diameter pipe piles. The Contractor sholl submit a ¢ Abut. #3 J ,/ I ¢ Pier u2 St/lJ,�yJ / ! 3 u
reinforcement field adjustment pion for approval to the Engineer. eir 1 U U U 1, �'
The Contractor shall not commence reinforcement layout or field '- 7i 0�
work until the adjustment plan is approved. y��j 0eu is
3. The Contractor sholl design. install, operate. maintain and remove dewatering systems to facilitate excavation. PILE LAYOUT AND FOOTING
° all eorthwork, and construction. All dewatering operations shall be integrated and coordinated with shoring REINFORCEMENT PLAN
ry operations. Any conflicts between dewotering and shoring shall be resolved by the Contractor at his expense and
v at no cost to the Owner. The Contractor sholl be responsible for the design and implementation of a construction leizt Q C) V b
a dewotering system that lowers ground water and piezometric levels below subgrode for all excavations to the level F'�F
o specified in the project special provisions. The information noted on this sheet is general and does not
represent the full dewatering requirements. See the project special provisions for the full dewotering requirements. 1-1 I C Cro S 1-
0
FEDAID! STPUL-1276(004)
aHPP-1276(DJ5)
CALL 48 HOURS
h BEFORE YOU DIG
1-800-424-5555
v —
Abut. #1
U
C
To Seattle
MY North)
BNSF R.O. W_
BNSF R.O. W.
4. Pile supported retaining walls not shown.
5. Test pile locations to be estimated by the Engineer with Contractor input.
G. Contractor to develop and submit a footing pouring sequence to the Engineer
for approval. Reinforcement shall be continuous through all construction
joints. R-3693157
BergerABAM
33301 9th Avenue South, suite 300
Federal Way, Washington 98003-2600
(206) 431-2300 Fax: (206) 431-2250
HANSON
QCopyright Hanson Professional Senices Inc. zo„
DATUM
CITY OF
F�ublic vdorRENTON
ks Deportment
tpproved For Construction
Robert M. Hanson P.E. Date
STRANDER BOULEVARD EXTENSION
PHASE 1, SEGMENT2A
BNSF BRIDGE NO. 11.07 L.S. 0051
PILE LAYOUT PLAN AND FOOTING REINFORCEMENT
°fS�"HNC
" Cc'.
I�
o°a+
_
%Ar
RECORD DRAWINGS 7/31/2014
N0.T77—
REVISION
BY DATE APPR
AS SHOWN
RA-12
"168 °r231