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0 Edge of Exist conc deck —\ 3—� 4'-0" 15'-4"± 9 Spaces @ 1'-6" = 13'-6" Exist Pile Exist Pile 8'-8„+ 4,-4„+ A A � I II A 1 112 „± A�--- — — — — — — — — — — — — — — — rrl ri ri ri ri ri ri ri I 1 b� B A #5==@ 9 10 Spaces #8 Cont Top Total (8) #5 Cont Middle Total (4) #9 Cont Bottom Total (16) N —1 Date Roadway Edge of Exist conc deck 15-4 "± 4'-0" 9 Spaces @ 1'-6" = 13'-6" Exist Pile Exist File Exist �- -f '� �Railing A I I " 1 112"± IF Pile u " u 2'-0„ I_ Typ ri ri ri ri ri r1 ri ri i Bentcop at I Piers 7 and 11 70 Ton piles, see �I "Pile Details" sheet Exist pile extensions #51'3@ 12 BENTCAP ELEVATION 318 - 1'-0" ri II Drill & Bond _o (Epoxy Cartridge) #5 dowel N 6" Embedment r-1 r-1 II II ' II II III II II ,•— . I I I I I. • IIIII IIIII • • • • I I • • • • • •l,• • ^ III � v Exist pile Aj #5 I Extension I �- 2" Clr 4'- 0" I 4'- 0" Pier 7 Pier 11 SECTION A -A 314" = 1'-0 1) 2'-0" 1'-3" 1'-3" 2'-0" HIM #5 "F:D @ 9 3„ 10 Spaces 2'- 0" • ® I N r 4'- 0" 2'- 0" 4- -1 Pile Pile SECTION B- B 314" = 1 '-0" NOTES: 1. The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 2. See General Plan for Legend. o �a.IIJ II.IIIIIII WII'll. ��. elJu :um�u ul Lu l.Y I uvulu.lh Jwuldl ln. olI�I � u.YLIil.li�lOJILI I ilia NI .I��.il J��Irvu:llImll��A.I Illl JI �. �hIIJ� ii 1 4ilk �I��I A�II..III �I�llinl I uNi .�::.I�ee� �l ��I l��i�II�IIIi II il�ll�JI�iI I: 0ul II. l�d�1I Il .�iI�IIIW�I II:�I ll lull� �l u ul.� i�Ilie�uIIil��il li�W ,su I�lIuliie a.lid" �I ill�i Wlnli�iulll ��iI I1II ill lode Il � I� i Ii Il�h�ilI it Wl n:II III III�uiill:li ie l uJ lI e..ill I .i�ll idlain II � IiI IIIi:l�:�il..� �I�a.i lhl. luli,.Il... li llIl�u ��Iu.I I i IIIIi I I .u IIi ��:Iuli�l�li iIi �II iiJ I i lil.Il�il II�.� iJl�J a I�J�IIII iu�I II I�i i�ll..I. I�l�i .el ull ii i�i l iI � iiul. lilI,i:�� id�I.li i i��l.i l l� I:II x�I i��ll inl��ivll Ill: it J,III.I:ftl IlIxI dFli IIIt.. I:1 1I LI Iu :u Yli a1 4ad ulvull WI m1 Ied,i ,11�WIle hull 1 , ail l�d�i llle iu,liui .d,i COUN11"ll"Y OF SAN JOAQUIN• �a I? ESS/o�q< % Consulting Structural and Civil Engineers - H E ET N O. TRACY BOULEVARD BRIDGE NO 29C 022 °� dLIIdLW,h �� REINHARD P. �ti� 170 Columbus Ave., Suite 240 - S E I S M I C RETROFIT ACROSS GRANT LINE CANAL LUDKE m Creegan+D'Angelo SAN FRANCISCO, CA 94133-5160 4 CD NO.: SE2545 m I w uJYIhM1:I Ix tlPI .I ll a lu � relll I., '� Il luulo�nlllull ull� ud� hl��nmo�le Lln :4r�I�i �Lr. .I „ � . � �. �� I ��I�ol�a:�:�h�lWl�e�a mll�� soil �el.I.�.I I�u.�:I�I,allm� � �, ��ae �... L,. un l�w lu.0 m.,.,l. �� ..I o�Il xl d�Wl � :. Ilh aJundluluwWUJ.::u JJuldIx lJ Ie II.i�I. L.J.Wu:uu I .� � e � i I L I.,,LI�LIII:IIIe.I I BENTC l IhW�llll:L.II: L I LhI LI.L: IlLddal ,l A P DETAILS I II..,�. lIII l.11 IIJI: L� I �I: I ILdL . I .. lu i� uuell�uL�. ne�ll 'Ii III, IYI Y Y lull ire Jll�u �� I:uu nil�i.ul Illi�ea..l,4.0 ,�l.e �dJ Ins u�IL ulYawa:� Idimu lu I .ua. L.4:e u. �ix� Ili u � � '. DRAWN BY dL,Ih.,.L ell .III: J: a elL,Il l ll., Ilse alalil w.I Illdll ExP..3CTURA — (4 5) 3 —201 Fax: (415) DATE PROJECT ENGINEER 1 - DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED l.Ille Ill h ,Il lI lI I:II lllell a .11: I IILI � 34-2011 �I WIECOMMENDED :III'I� DATE \ s� STRUCTURAL \P� � � of "Te o�``� �© E. GARRO 8/21 /98 204039.00 18/21/98 M. SALMON 8/21 /98 �/ I �� °F �A�F GISTEREL�/CI IL ENGINEER D�TE 13 I.A.4,