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X <br />X <br />X - - - <br />X <br />B < <br />*6 8 per side, <br />tot 32 <br />#6 b tot 8 <br />NMI <br />tot 8 <br />V <br />I % <br />Symmetrical about `2 BrG <br />41411 <br />/0 4 *6 tot 8 <br />&J Im <br />0 0 0 0 0 0 0 0 0 0 <br />0 0 0 0 <br />�v <br />tot 8 <br />*8xl(Y(Y" tot 7) <br />hf)f hA,'nk.'.q <br />41411 CENTER BEARING BLOCKOUT <br />PLAN -'14 <br />Symmetr1cG1 about � Bridge <br />Symmetr1cG1 about Pler <br />---------------------- ---------------------- <br />V4' max Open Space <br />Chamfer Corners <br />(Typ) <br />P r e c s t ---- - "' � � r <br />Panel <br />Note: <br />Handling of the precast units w111 <br />be allowed when the concrete has <br />reached a strength of JOCO psl. <br />X <br />-tz) DESIGN OVERSIGHT <br />C� <br />(�k <br />C:)L <br />Lr) SIGN OFF DATE <br />Q) <br />co <br />FORM DC-OE-92-PF (REV. 3/88) <br />a a a a a a 0 a <br />0x <br />*6 0 18 max <br />0 0 a a 5 a a 11. <br />*6 @ 12 max <br />PART PLAN - PRECAST WA" <br />V4 114"Oft <br />COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS DESIGN BY G. DINI <br />Senlor EnQlneer Date Aoi)r oval Recommended By I Date DETAILS BY E. MAECHLER <br />FILE NAME DRAWER I SHEET NO. QUANTITIES BY J. MA <br />a <br />a <br />a <br />SECTION B-8 <br />Symmetr[col <br />about 1� Pler <br />29"911 <br />0 <br />*/0 <br />*6 <br />&j 8 per side, <br />tot,32 <br />DIST COUNTY ROUTE <br />10 S i <br />-t"j() A <br />PAA A <br />REGISTERED CIVIL ENGINEER <br />POST MILES <br />TOTAL PROJECT <br />X04 1 i i-1.4i <br />PLANS APPROVAL DATE <br />IMBSEN & ASSOCIATES, INC. <br />9833 Horn Rocd, Sulte C <br />Sccrcrrento, Cd1fornla 95827 <br />SHEETI <br />TOTAL <br />NO. <br />SHEETS <br />51 <br />105 <br />A <br />ENNIS D. PECCAI <br />cf� No. 32049 <br />Exp. 12/31/96 <br />-�k CIVIL <br />4 F C <br />c,otrections By <br />No r I ITT <br />. 5hanples By <br />I)Iate �W� -§�;-)—uid Verify <br />Any er�on Using This Draw7inj <br />r�' e- (z itp (-Ij Wor4k <br />x Pivot Pier elevation shown determined <br />from profile grade at � Pivot Pier <br />minus depth of concrete deck, steel girder, <br />& pivot bearing. <br />4" 0 GGIV Stl Elect Conduit <br />(See ' Submarine Cable Junction Box <br />SCJB2N detall on Electrical - "Conduit <br />Layout No. / - Pivot Pler" sheet) <br />14-' IOV2 14-' 1OV2 to <br />*6 J1611 La 12 <br />See "Center BearIng 416"-+ <br />*5 9 I� A-� */0 La 9 <br />Blockouto Detall <br />DOTfWGY I %L . UY0 Top of Pier <br />-4- — — — — \ I Elev * 8. 78 x <br />i 1k I I I <br />�'j <br />r ;\A ;\1 <br />0 0 0 0 0 #-- 0 -0 0� 0 0 0 0 <br />-------------- <br />5".0 Vent <br />tot 12 <br />*/0 0 9 *1Ox2O tot /0 *6 La 18 max <br />BothwGys (5ymmetrlcal about <br />Pier & �- Bridge) <br />La 12 max <br />Precast 4V2 " Clr <br />Wall <br />For location of Anchor Bolts & Blockouts not <br />shown see 'Pivot Pier 22 Details No /" & <br />IdechanlcGI sheets <br />CHECKED <br />D. PECCH I A <br />CHECKED <br />G. D I N I <br />CHECKED <br />C. F. YANG <br />ORIGINAL SCALE IN INCHES <br />FOR REDUCED PLANS <br />SECTION A -A <br />V2 d=//Od <br />PREPARED FOR THE DENNIS D. PECCHIA <br />COUNTY OF SAN JOAQUIN PROJECT ENGINEER <br />DEPARTMENT OF PUBLIC WORKS <br />CU <br />0 1 2 3 EA <br />1OV2 it .4 <br />U) <br />zM <br />p <br />y y <br />Precast <br />Wa// <br />SWING <br />SPAN <br />BRIDGE NO. BACON ISLAND ROAD <br />BRIDGE <br />AT MIDDLE <br />RIVER <br />29C- 108 <br />POST MILE PIVOT PIER <br />22 <br />DETAILS NO <br />2 <br />DISREGARD PRINTS BEARING REVISION DATES <br />01 B-Qrl B-AIIO-22 <br />1,,�2 <br />(PRELIMINARY STAGE ONLY) <br />SHEET I OF <br />EARLIER REVISION DATES <br />iA3 1 -93 <br />1 <br />1 1 1 1 1 <br />S34 I S46 <br />C2 6 <br />