HomeMy WebLinkAboutTED4001782.11L'�L.ine
i
REGION NO.
STATE
RDERAL AJD PROJECT NO.
SHEzT NO.
10
WASH.
B R M — 12n8 (2)
I-405-36635)
E/ 'C' at C& Pier
86 7 - ;0 5 r-l@ //„
,8,38 6 - # 5 [ e /2"
El 'G' at q Pier
E/
At Ed5
E 7-4A
Betwe_..
9�►
6//
-{f.-.--
/3'- O"
/2 5174ces 0
(loch Face)
MA
Column
(Stogell) 3'-/" 65toge ZZI) 25'- 9" (Stoge I) 9„ 83W106
Low .shrink Concrete Close `AXLS' 16
34-'- G"
6 Spaces `LS 5poce 5 /� 9ooce 5 @ /2"
98 8 9; g9�o ,cs70
Construction c%int �
Too �of firs/ Pour
I
Mecho�/co/ 5p/ice - � --
5to99ered
Slope
I I I I I I
ELEVATIONS AT X BEAM AND FOOTINGS
i
LOCATION
A
Pier 5 6/. 9/
Pier 8 64.50
SUPERIOR REPROGRAPHICS r &; - Oro _ 17401.
ELEVATIONS
B C D
6140 6/.2,3 53. 57
63.99 63 82 56 /_5
C017640716/Ct/017 ✓oir7t , --- -
/?0v9he17 5Urfoce with
5heor Keys - See oefoi/
20
Zo
�- Column /fie/n �'orceinent
sorr/e 05 Co/!Imrn - 5toge I
Column
B16
/3 O /1
I
/Z 5woce5 6 Space
s /2 spoces C� i2 71 - # 5
�4so A C� W. ��er► ,8/7 8/3 7 �// Afi Alt.
(50ch face )
� I
I S/Ope
I I
1
I
e� 7-X`5r79
Fri 124 - #6 Cam,
iO =:)
V ns (22"/
Typ. /4//
!rs ana
peter Piles
9 ELEVATION
A 16 Sco /e : /,14"- /'- CS TA GE l)
/V. 77.S. CSTAGE _X,)
a
i
/Z'- O"
I
Z4-'- D''
Note
Adjust t 5poc lnq of Too b or's in Faotlnqu to o ✓oip
Interference with Vertical ,Born /�7 Co/vml s ,
---� --
If/. 'D' vt rZ Pier
)ro
7- Ad5r-1@//"'
B7) 6 - #5 1 @/2"
,ff/. �3_ Piers_
76 -#11 C I na Per 5
7/0 -#// G12 Cad Pieer 8
CF80S - 111/0 e 1o"
8TWIV. PILES
1.1,., . A I. A URS C MPANY
/8.00 I 5¢.07 I 54.07 r I® Systems Architects Engineers
JO Incorporated, P.S. Consulting Engineers and Analysts
/ro.00 50•65 5�0.65 II Seattle AustinSeattle, Washington
STAGE_r
STAGE Z
El A'ot(Z Pier
//2"/Pu5tication Trio. All Around'
.Supers /rv� t-��e
Suastruc t ��
SIDE ELEVATION
J 43 - Tie 5c2"9 (IV Pier 5
¢7 -Tie Sets @ bier 8
47 O
was
i
i
,3- #/OC@ i0" G/STFR���C1�'ir
�20 US/ONAL
At Eager
r(3 Z.) J� o WASH
\\�4 rsT(3.z,)
#/O CD G 11 �`2 z 7
STWN. PILES
Fes® 4- #/o Cam? 6" v ,
8TwN. PILES . :Q�G�sTE.K Q.:.•
r e Ki"
ab QC_
CITY OF R E N T O N
DEPARTMENT OF PUBLIC WORKS
2 0 2 4 6 8 to S.W. GRALY WAY BRIDGE
/FF=,�aFF REf L.ACEMENT
4 ImPkawl
scale feet
_ PIER 5 8► e ELEVATIONS
DESIGNED 4-2
8
DATE FILE NO. ---.,-
DRAWN SAE as SHOWN
_ CHECKED_ PP SCALE FIELD BOOK PAGE _-__.
���ISED PER RECORD DRhICa.?✓ 3_►I_�7 L
NO. REVISION BY APPR. DATE APPROVED_-._--- �— SHEET 16 Or_ W .__.
/ DIRECTOR OF PUBLIC WORKS
/7/ s%0 - (WAR � 8