HomeMy WebLinkAboutR-3693169rn
cm
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Main 3
18'-01,
,d, Elev. 28.39
U
teFI o-uo-7 z
Main 2
14'-3
Main 1
17' -9"
18'-0"
Future Main
3" dio. x V-01,2" deep 3 ^517-6 i i
2"x12" Keyed
blockout for anchor bolt.
Construction
Adjust reinforcement as I
Joint
necessary to clear
I blockout. Blockout form
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CD
c1
I shall be removed before R
anchor bolt is set. Typ.
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R
o
o
I 18-5E2 @ 12" cts. k
I
65
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24 18 -1127 @ 12" cts. (E.F.)
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II
± 18 - 5F1 @ 12" cts. (Each Bump -out) II
I1450 @ 6" cts.
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ILL. I r------- ------ T-.�
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14J6 @ 6" cts. 614cts.
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I —I------ 60B-6 @—�-1
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e
1 6" cts.
L
I 4x18 - 5G1 @ 12" cis.
14J5 @
114J6 @ 6" cts. 1450 @ 6" cts. 6" cts. N
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—
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—
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N Elev. -1 DO
x 1 I 4- 537-6 I 517-6 (Typ. ao b
E tO(Typ. between piles) d-` between piles)
Notes: m
a1 1. Slope area around bearings a minimum L2'xl2' Keyed
0 of z per foot to drain. Bearing areas 24" Dia. pipe o _ Construction Joint
to be level. 2"x12" Keyed pile. (Typ.) -1 Waterstop w/ Protection Sheath
-
I 2. Provide 3,4' chamfer On oil exposed Construction Joint 3'-0" 2 Spaces @ 6'-0" = 12'-0" 3'-13�4'
edges and corners.
s Waterstop
3' Docetl The
r spI ing bars shall be mechanically ELEVATION — PIER #2 ( STAGE I I )
a 1450 to 140 and 14,12 (Looking RY South)
14,13 to 14J5
m 14J4 to 14,16 r
517-6 to 532-11 /Z Q CJ G
517-6 to 541-2 9
0 4. For detail of waterstop see sheet RA-16. etc/ a UU �G"
5. For detail of waterstop protection see sheet RA-17. gF! V 0U R-369 3 1 69
0
FEDAID: STPUL-1276(004) :o..r,e :v°t CITY OF STRANDER BOULEVARD EXTENSION 12/05/11
HPP-1276(005) ...,. A- SHOWN
�� BergerABAM HAN50N RECORD DRAWINGS 7/31/2014 n� RENTON PHASE I, SEGMENT2A
CALL 48 HOURS `/ °"" coP Public Works oepo tment BNSF BRIDGE NO. L.S. 0051
0 33301 9th Avenue South, Suite 300 DATUM A rc ed For C'nstruction RA— 24
BEFORE YOU DIG PP
Federal Way, Washington 98003-2600 °AN i..m wr �.w
1-800-424-5555 206 431-2300 Fax: 206 431-225D 0C°DYri9nt Han Professiarol Servzes Inc. 2011 N0. REVISION BY DATE APPR ELEVATION - PIER q2 (STAGE II)
� ( ) � ) AInF Robert M. Hanson P.E. Dote 1807231