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DIST COUNTY ROUTE <br />x <br />0 <br />x <br />x <br />*/0 tot 2 each edge Top ReInforcement Bents 18 19 *8 x 4510" <br />Bent Span SymmetrIcal about Bent 8 x 2110" *8 x 2710" <br />Cz C-N <br />0 <br />('0 <br />*7 x 21"0" <br />*7 x 55/0' <br />Relnf SymmetrIcal about BrIage *7 x JO/O" <br />-------------- ------------------- — ----------- r -------------------- ---- ------------------------------------------------------ -------- <br />------------------------------------------ <br />Cz <br />Cz <br />Q) Q) <br />10 Si <br />4 1A All All <br />wj1Mk-2-" <br />REGISTERED CIVIL ENGINEER <br />% �� �# I � j6 ; <br />PLANS APPROVAL DATE <br />POST MILES <br />TOTAL PROJECT <br />IMBSE N & ASSOCIATES, INC. <br />9833 Horn Rocd, Sulte C <br />Scicramento, CcIlf ornla 95827 <br />SHEET <br />TOTAL <br />NO. <br />SHEETS <br />40 <br />105 <br />V�3�E--SS/44� <br />ENNIS D. PECCHII <br />No 32049 <br />Exp. 12/31/96 <br />CIVIL <br />OF CN <br />F- C 0 R D D R A,\/V'l iN'G <br />--tions- f3y___ <br />Note: For reInforcement not st)own <br />see "Slab ReInforcement Detalls" <br />sheet <br />Approach Span BrG <br />zo Rest Pler 21 <br />SwIng Span Brg <br />Rest Pler 21 <br />4z <br />Span <br />Bottom Relnf */0 tot 2 each edge AYIOV2 VIOV2 <br />SymmetrIcal about Span <br />For conflnuGtlon of Long Relnf /5/0// <br />TYPICAL BEWS 18-19 TOP LONGITUDINAL REINFORCEMEW <br />see "LonGltudlnal ReInforcement 1216, Bent 20 ---- *-4 <br />DetG11s No. /N st-eet -w� TYPICAL BEWS ff-20 - BOUOM LONG/TUDINAL REINFORCEMEN� �< i <br />U01 Edge of Deck 5/0// */0 La 9 *10X16-'01' v 9 <br />*8x2ll(Y-' <br />No scole <br />A <br />L2 <br />0-- <br />2- <br />------------------------------- ------------ <br />- ---------------- I t ----------------------------------- <br />j I <br />j I <br />j I <br />Cz <br />Cz <br />q) Q0 <br />Qz: <br />CIO <br />C DESIGN OVERSIGHT <br />U) <br />-0 <br />0� SIGN OFF DATE <br />L <br />0 <br />0 <br />00 <br />Ln FORM DC-OE-92-PF (REV. 3/88) <br />01 <br />*lOx2216-'l *10x2616"" I <br />Expanslon Bent 16 <br />816" Bent 17 <br />10i <br />BENTS 16 & ff - LONGITUDINAL REINFORCEMENT, <br />No Scale <br />COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS DESIGN <br />Senlor EnQIneer I Date Approval Recommended By I Date DETAILS <br />FILE NAME <br />DRAWER <br />SHEET NO. <br />QUANTITIES <br />BY <br />1. KARNEZIS <br />BY <br />E. MAECHLER <br />BY <br />J. MA <br />A <br />(2 <br />2- <br />ReInforcement <br />Symmetr1cG1 <br />about � BrIdge *8x1110'1 <br />---------------------- Lt ----------- ------------ <br />------------- -------------------- --------------------- <br />*7x2410" *8x53ll-"' <br />*8X1910N <br />*8x37,'611, <br />CHECKED <br />G. D I N I <br />CHECKED <br />G. D I N I <br />CHECKED <br />C. F. YANG <br />ORIGINAL SCALE IN INCHES <br />FOR REDUCED PLANS <br />PREPARED FOR THE <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />I I I I I I I <br />0 1 2 <br />*5 x 7"9" mln vGr1es <br />Edge of Deck 5100 101 1 *7x14"00 */0 tot 2 Each SIde <br />*8xj(y0' *8xl"yom <br />BENT 20 REST PIER 21 LONGITUDINAL REINFORCEMENT, <br />No Scale <br />DENNIS D. PECCHIA <br />PROJECT ENGINEER <br />ICU <br />EA <br />APPROACH SPANS <br />BACON I SLAND ROAD BR I DGE- AT M I DDLE- R I V'ER <br />LONGITUDINAL REINFORCEMENT DETAILS <br />REVISION DATES (PRELIMINARY STAGE ONLY) I <br />DISREGARD PRINTS BEARING 11-12 <br />EARLIER REVISION DATES ---"92 1,--`§2 --"93 I.,Z93 1 -93 <br />BR!DGE NO. <br />29C- 108 <br />POST MILE <br />NOn 2 <br />SHEET � OF <br />S23 S46 <br />3a�c-oc-")C-- 3 <br />/ C� / <br />