HomeMy WebLinkAboutR-3693152CY)
rn
(m
C'7
O
W
H
LL
a
To Tacoma
MY South)
BNSF R.O.W.
FO FO
FO
y
C
+1
D O
p
OI
N a
m
�
m
O
z 1
xe
�
CQ
I
lj
^
O
m
N
CIL _
O
O ',
O �
O
d d
1
�
T P
O
_
I
N
-
y
of
o
+I
m
T M
1
C O N O
o L `
i
Stage I Sheet Pile
ISee Note 3) 10 '
�' tom+-
c
- - - - •- -•---• -
m
T
N p M
C 8 C
� N •O
+1
o
1
Fp
FO FO
— T T
T T
BNSF R.O.W.
--
OP
112'
FO FO FO FO FO FO
,��i
�
I
_E3-1--�� ---------_E
I -"___ ___ ____________ I _______ __
_ �._.___..___,._________,________________________ ____
.---
___ ___--- ________ _ ___ .____-•___.. i
6
1
T T I T T T T
---------------------------------------------------------------------------------------------- -- —
.._.._.._.._.__..____.__.._.._.__.._.._.._..-._-•._.._.._.._.. _.._.._.._.._..__._.._.._.._......................................................... ..-_.-L._.._.._.
' I IIUII
I I i
I i
I i
I I I
41'-9" —op aP 1 54'-9"—OP
Spon 2 Spon 1
Abut. u3 ¢ Pier $$2
Sta. 1028+40.10 Sto. 1028+81.85
100'-6" Face -to -Face of Parapets -New Bri
NOTES:
PL AN
4. PILE SUPPORTED RETAINING WALLS NOT SHOWN.
O
c 8 0 8 16
5. STATION CALLOUTS REFERENCE MAIN 1. t�" = 1'
< scole feet
0
0
$ FEC'.ID: STPUL-1276(004) w�
a HPP-127fi (005) ') BergerABAM RECORD DRAWINGS 7/31/2014 ��'"HN.
CALL 48 HOURS '� HANSON aa. CDP
as BEFORE YOU DIG 333019thAvenueSouth,suite30o
w Federal Way, Washington 98003-2600 9 Copyright Hanson Professional Services Inc. 2011 �dN
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 PY 9 NO- RE,+SION BY DATE APPR �aP
nl l DATUM
nu uuul
wu °.am`aen�.
To Seottle
MY North)
JNSF R.O. W.
._.._.._..__._.._.._.._..__._.._.._..__._.__.._.._.__.._.._.._.._.._.._.._..__...........................
u,
to
UI
FO FO FO
t y
N Y
L p
N L7
t
N~
3
1 � a
U y
N O L }
0 0 = yC
- c
G. U a
m
T an N
O C O
r? '0 6 - N
L
e N ao V
T T
o�
a�
tage I
y Sheet Pile
(See Note 3) _
- V)
xe
y
a
� O
N
N
FO FO
T T T 1
BNSF R.O.W.
T
NOTES;
1. SHORIN OR EXTRA EXCAVATION CLASS A BETWEEN
NODE T AND NODE 11 TO BE DESIGNED BY THE
CONTRACTOR IN ACCORDANCE WITH WSOOT STANDARD
SPECIFICATION 2-09.
Abut. 41 2, ALL TEMPORARY TIEBACKS AND SHEET PILES SHALL
Sta. 1029+36.60 BE REMOVED TO A MINIMUM of 3'-0" BE D F
L W BASE 0
RAIL OR FINISHED GRADE, WHICHEVER IS LOWER.
REMAINDER OF TEMPORARY SHORING MATERIAL.
TIEBACKS. AND TIE RODS, TO REMAIN U.N.O.
3. SHEET PILE TO REMAIN AS REOUIRED FOR RELOCATION
OF UTILITIES BEHIND BRIDGE ABUTMENT. MAXIMUM
SHEET PILE CANTILEVER RETAINED HEIGHT = 4'-0".
OX = KEY POINT LOCATION ON UNFOLDED SHORING ELEVATION DRAWING
R -3693 1 52
CITY OF
STRANDER BOULEVARD EXTENSION
12/05/11
RENTON
PHASE 1, SEGMENT 2A
Public Works Deportment
Approved For Construction
BNSF BRIDGE NO.11.07 L.S. 0051
RA-07
. M. Hanson P,E. Date
SHORING PLAN - STAGE II
—163a'231