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Packed Mortar
<br />North Approach Span
<br />1 /2" Expanded
<br />Polystyrene
<br />co
<br />I
<br />Hinge
<br />Exist Pier 3
<br />FiT
<br />u..........w....
<br />///
<br />I�
<br />0
<br />c
<br />,I
<br />r
<br />#5 Cont
<br />Total (10)
<br />f/4Q 12
<br />3 , /
<br />\> r/
<br />�J
<br />Drill & Bond
<br />#5 Dowel @ 12
<br />staggered per Elevation
<br />6" Embedment, Typ
<br />�J
<br />Roughen
<br />Conc Surface
<br />1'-6" 1'-2„±
<br />_ I _1
<br />I- V -I
<br />SECTION A -A
<br />1,) = 1 '-0„
<br />South Approach Span
<br />Packed Mortar If Hinge
<br />1 /2" Expanded Polystyrene Exist Pier 4
<br />--T T
<br />Exist electrical
<br />conduits to be
<br />relocated, see > @�
<br />Electrical Plans
<br />#6 Cont `. '
<br />Total (4) - \>
<br />Drill & Bond
<br />#5 Do wel @ 12
<br />3 ' staggered per Elevation
<br />#4 6" Embedment, Typ
<br />@ 12 -� '
<br />,I
<br />Roughen
<br />Conc Surface I „
<br />1-3 1-2±
<br />-I_ d
<br />SECTION B-B
<br />1 " = 1 '-0"
<br />i
<br />Packed Mortar Roadway North Approach Span
<br />1 1 /2% ± A I 1 1 /2� ± _ _ Exist Pier 3 &
<br />�— I Control House _
<br />0 0 0 0 0 0 0 0 0 0 0 0 0 0 { O -- 5` 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
<br />0 0 0 0 0 o O 0 0 0 0 0 0 0 01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
<br />- _ - - -
<br />#5 Dowels 6" 6"
<br />Staggered T - T
<br />A I yp yp
<br />15'-3" � 16'-9"
<br />SEAT EXTENDER ELEVATION - PIER .3
<br />3/8" = 1"-0 ))
<br />Packed Mortar Roadway South Approach Span
<br />-- 1 1/2% ± B 1 1/2% ± __
<br />Pier 4
<br />I�
<br />� o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0- o
<br />o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a o 0 0 0 o
<br />#5 Dowels 6" --6
<br />Staggered I ��` -
<br />B Typ Typ
<br />15'- 3" 15'- 3"
<br />SEAT EXTENDER ELEVATION - PIER 4
<br />3/8" = 1 0"
<br />D ira ` of Record
<br />Name:__�`�
<br />Date
<br />NOTES:
<br />1. The Contractor shall verify all controlling field
<br />dimensions before ordering or fabricating any material.
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<br />TRACY BOULEVARD BRIDGE NO. 29C-022 QROFESS/0 SHEET No.
<br />COUNTY OF SAN JOA UINa q� e fl
<br />Consulting Structural and Civil Engineers .II,L .I.,IIIII�.IIII IL,,II I ,IIIIY I� YI IIII
<br />/��' REINHARD P. Fy 170 Columbus Ave., Suite 240
<br />SEISMIC RETROFIT ACROSS GRANT LINE CANAL I _? LUDKE m Creegan+DAngeib SAN FRANCISCO CA 94133-5160
<br />� w NO.: SE2545 m
<br />I I111I�nli III eliL�i�W ,❑.. Y'11I niIII LL,II Aulhl I. :,l.I.I,II� 111 � ,'. ��� � �. I
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<br />I I IIII I�IIYY I Ix �,I ., Y III IIII IY I �I ,IIII , I IS E X T E N D .II .I,III �.YII,.II ER DETAIL IY II,. dI ��� II IUWI nul i.� S
<br />.I IIIL,II � ,IIII .: L. I Yo I I,II I . ,... . I i�.� i�li��Ii ��. �� YI i , i id �.�a�i��. � �i� ie� i�lul�ill iai�nl� elii lel �I,�i ��iili i ..A I �u�I liiilil � i I �. i�� O��iI�I�uI�I� I�� i ���,�I�I�i ul� wv�iu 1. I ��Y i�Y�l .I �� WI I. �I�au� i i le �i � � n„Y�li ii,i i I I .�iu�� I � �,� J I Itl d �.d,ii�Jlu��xl�lil i.111Juie I��ell �iul Yeie u�ileWinl� idli�auelYi.uh Il..w DIY ell�I4ua�i�.L..I,i,Lu. xI uN IIL I. uilii l J u.�Jll Ilu�ni iJ.ollJfunldo Wl�ei�Iluaia�� �Iuiiiie�Ix�nnlel,illli In lud��lplld� iJ�hdlaeiulll nIu u J �ilil I. ii� EXP..3/31/07 - . (41 ) 8 - 010 ox: (415) 834-2011
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE STRUCTURAL !� of
<br />E. GARRO 8/21 /98 204039.00 8/21 /98 OF C AL�F I M. SALMON 8/21 /98� %��/ I �1� GISTERED IVI ENGINEER DATE 13
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