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x <br />x <br />SwIng Span BrG <br />Sta 8+70 <br />Datum Une Elev.-50 <br />Cz <br />REST PIER 21 <br />240-'On SWING SPAN <br />120,100 <br />I <br />q� PlvotPler 22—A� <br />U <br />F--4- -F4 -0+ 4--l-P+ <br />Approx OrIg Ground Une <br />along rIghtedge of deck III <br />For Water Surface, see 'HydrolOGIc <br />Summary on NFoundatIon Plan" <br />sheet. <br />PIVOT PIER 22 <br />1 <br />10 <br />SwIng Span BrG <br />4"11" <br />(Typ) <br />BrIdge <br />S87*25155"E <br />x <br />'0 <br />Access OpenIng B7-11 <br />For SwIng Span DraInage <br />L)etalls see "SwIng Span <br />Deck Draln & Ladder <br />Detalls" sheet <br />ELEVATION <br />Plvot Pler <br />712N <br />C\j <br />/0 <br />0\1 <br /><= <br />87-11 <br />Access OpenIng <br />MIDDLE RIVER <br />PLAN <br />x DESIGN BY <br />COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS G. DINI <br />Senlor EnQIneer Date AoorovGl Recommended B,,( Date DETAILS BY <br />C DESIGN OVERSIGHT G. I MBSEN <br />U I I <br />FILE NAME DRAWER SHEET NO. BY <br />QUANTITIES <br />u) SIGN OFF OATE <br />Lo <br />0 <br />00 <br />0 <br />FORM DC-OE-92-PF (REV. 3/88) <br />pz�c 0 C-1 <br />L4 <br />N <br />9 <br />:ZZ <br />'300 <br />Cz <br />Cz -s-Z <br />RECORD DRAWII\'G <br />"',%rTe(,,fions By <br />(',Ih <br />'3- e ing Sh..id Verify <br />Any Person Usling'ThIS IaW - <br />The 1:151te C)f Mr�, <br />il in,formallon P <br />SwIng Span Brg <br />Sta //+/0 <br />REST PIER 23 <br />1160 <br />Concrete <br />BarrIer <br />Type 27, <br />/yp x <br />A.- <br />ProvIde V2 "' open JoInts In <br />barrler La 201 spacIng on the <br />swIng spun. <br />SwIng Span Brg <br />See Control House sheets <br />For Trafflc Gate SIdewalk Overhangs <br />see "Approach Span TypIcal Sectlon" <br />& 'SwInG Span-UlscelIGneous DetGlls" sheet <br />Ql) <br />Q) <br />CHECKED <br />D. PECCH I A PREPARED FOR THE DENNIS D. PECCHIA <br />CHECKED PROJECT ENGINEER <br />G. D I N I <br />COUNTY OF SAN JOAQUIN <br />CHECKED <br />DEPARTMENT OF PUBLIC WORKS <br />ORIGINAL SCALE IN INCHES CU <br />FOR REDUCED PLANS <br />0 1 2 3 EA <br />OR <br />�< <br />DIST COUNTY ROUTE POST MILES SHEET TOTAL <br />TOTAL PROJECT NO. SHEETS <br />10 si 47 105 <br />n <br />REGISTERED CIVIL ENGINEER <br />PLANS APPROVAL DATE <br />IMBSEN & ASSOCIATES, INC. <br />9833 Horn Rocd, Sulte C <br />Sccramento, Ccllfornla 95827 <br />BrIdGe <br />X/011 <br />14"0" 1410" <br />Proffle <br />Grade <br />TYPICAL SECTION <br />V4 <br />-27. <br /><11 <br />�0 ENN I S D. PECCHIA' <br />No. 32049 <br />12/31/96 <br />Exp. <br />CIVIL <br />OF CN <br />Welded Steel <br />Plate Glrder <br />SWING SPAN <br />BRIDGE NO. <br />29C-108 BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />POST MILE <br />GENERAL PLAN <br />REVISION DATES (PRELIMiNARY STAGE ONLY) SHEET I OF <br />DISREGARD PRINTS BEARING 06>41 10-221 1 1 1 1 S301 S46 <br />EARLIER REVISION DAIT'-S <br />0 "'k-' �"l A 3 1 9 3 1 <br />