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X <br />X <br />End Swing Span <br />BegIn Approach Span //+/0 <br />For con"nuGfIon see i <br />"Structure Plan No. 2" -1 <br />3 Spans 35-'0" - /05-'0" <br />(Measured along Bridge) <br />XX <br />Rest Pler 23 <br />x x Concrete deck for this span shall be <br />placed after completion of the 11ghtweiGht <br />concrete deck on the swIng span. <br />For continuatlon see <br />110. <br />"Structure Plan No. 2'sheet <br />X--- <br />X <br />Bent 24 <br />Bent 25 <br />Ln <br />+ <br />C\j <br />Lij <br />&t 26 <br />Approximate OrIgInal Ground Line <br />along rIght edge of deck <br />Datum Une Elev -60 <br />12 <br />ELEVATION SPANS 23 - 25 <br />20' <br />t3egln WWLOL Offset 15"6' Lt -A <br />0 <br />W BrIdge Sta 11+89.61 BC Q <br />OIN <br />Toe of Fill <br />WGlkwGySee Detalls on Cont <br />House 'Miscellaneous Detalls <br />Edge <br />Posts 3V2' max Clearance <br />to Walkway or Barrier <br />Note: <br />No Portion of Walkway <br />Rolling shall be attached <br />to s1dewalk rallIng. <br />nd WWLOL Offset 15'6" Lt <br />See "Control East Levee Rd Sto 30+52.54 EC <br />House" sheets <br />zt R=18.51 La Edge <br />ZI of Deck <br />:z V_ <br />See "Sldewalk <br />Plan" <br />Sta 11+17.50 Q) <br />Ln + <br />Offset 25. 00/ Lt----- 4) 03 2� <br />+ + <br />C:� <br />12+07 BC <br />BrIdGe <br />J00 S87625155"E <br />0 <br />12' <br />137-1 <br />Access Opening <br />C <br />DESIGN OVERSIGHT <br />SIGN OFF DATE <br />Ln <br />Ln <br />CD FORM DC-CE-92-PF (REV. 3/88) <br />6 C-:EC) (--n G 0 <br />SwIng Span Brg <br />+ <br />Z::� -_ I (b <br />rf) +_ <br />J <br />I <br />Lp //+85 <br />� <br />+ Z <br />_'ZZ �3 <br />I _+_ <br />+ <br />0) <br />Q (3 <br />(3 * <br />� <br />� Bent 25 <br />IN <br />Bent 24 �(o <br />R=68.92 <br />Edge of Deck <br />Q�Ij� <br />V <br />C\j <br />Abut 26 <br />Top Fill <br />of <br />Toe of F11 <br />PLAN <br />SPANS 23-25 <br />11 -201 <br />COUNTY OF SAN <br />JOAQUIN <br />DEPARTMENT <br />OF PUBLIC WORKS <br />DESIGN BY <br />G. <br />DINI <br />Senlor EnQlneer <br />Date ApDroval Recommended By <br />I Date - <br />I <br />BY <br />DETAILS <br />E. <br />MAECHLER <br />FILE NAME <br />DRAWER <br />BY <br />QUANTITIES <br />J. <br />MA <br />)97 <br />East Levee Rd <br />EB <br />Sta 12+15 <br />0 <br />fkd <br />ee <br />BC <br />BrIdGe <br /><1 > <br />Edge of De, <br />(t_ <br />End WWLOL Offset J61 11,Y8 Lt <br />East Levee Rd Sto 29+44.07 EC <br />V.-O V! <br />11PRE <br />CHECKED <br />D. PECCH I A <br />CHECKED <br />G. DINI <br />CHECKED <br />C. F. YANG <br />ORIGINAL SCALE IN INCHES <br />FOR REDUCED PLANS <br />Toe of F111 <br />Traffic Gate <br />21011 <br />81011 <br />U <br />Edge of Deck <br />SIdewalk <br />DIST COUNTY ROUTE <br />I <br />10 S 1 <br />I <br />AO A.. <br />REGISTERED CIVIL ENGINEER <br />Conc BGrrIer Type 27 <br />B I I - <br />Chain Link RGIlIng <br />POST MILES <br />TOTAL PROJECT <br />14011, 15 9P'l <br />PLANS APPROVAL DATE <br />IMBSEN & ASSOCIATES, INC. <br />9833 Horn Rocd, Sufte C <br />Scicr-cmento, Cdlforn�c 95827 <br />Ground bar, *4 rebar splIced to <br />Ground bar In north most plle La <br />Bent 24. Weld all splices. Extend <br />/"0" above top of sidewalk. <br />Bent <br />7 24 <br />'\� For reinforcement and detalls not shown of <br />Troff1c Gate Slab & Sldewalk Overhangs <br />see "Approach Spans-TypIcal Section" sheet. <br />SIDEWALK PLAN <br />No Scale <br />Chaln Link <br />RaIlIng <br />J/ to 71 SIdewalk 1410" <br />& Varies <br />Edge of Deck <br />ca <br />Number and type <br />of piles vary <br />PREPARED FOR THE DENNIS D. PECCHIA <br />COUNTY OF SAN JOAQUIN PROJECT ENGINEER <br />DEPARTMEN-T OF PUBLIC WORKS <br />1 <br />CU <br />0 1 2 3 EA <br />-27. & vG <br />rIes <br />Bridge <br />& Varles <br />SHEET <br />TOTAL <br />NO. <br />SHEETS <br />22 <br />105 <br />0��011SS/O <br />ENNIS D. PECCHI <br />LU <br />No. 32049 <br />Exp. 12/31/96 <br />CIVIL <br />OF CN <br />RECORD DRAWING <br />("'()r ( e'ct;ons !_�'y <br />Pe <br />l,,lo (' hanu'zi, <br />Date <br />Shodd <br />Any Per on using <br />iris rt�'CJW'g The Site- 0--j <br />All inforrna! <br />1410" <br />& Varies <br />Profile Grade <br />-2Y. & varles <br />"����Ccncrete Barrier <br />Type 27 <br />ReInforced <br />Concrete <br />Slab <br />APPROACH SPAN TYPICAL SECTION -SPANS 23-25. <br />"=/ / 0 <br />V4 <br />x 17' & varles ea Span 2J <br />117" Ld Spans 24 & 25 <br />BRIDGE NO. <br />BACON I SLAND ROAD BR I DGE AT M I DDLE R I VER <br />29C- 108 <br />POST MILE <br />STRUCTURE PLAN NO, 3 <br />REVISION DATES (PRELIMINARY STAGE ONLY) <br />DISREGARD PRINTS BEARING <br />>. -05--<-12 1`6�-091� �-221 11-12 1 1 SHEET OF <br />EARLIER REVISION DATES ak S5 S46 <br />1 -912�, - -9 -93 1 1 1 <br />