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IQ <br />X - - - <br />X <br />X <br />C <br />u DESIGN OVERSIGHT <br />1i <br />116" <br />Concrete BarrIer <br />Type 27 <br />V2 <br />TY) <br />5 L La 3o,, max <br />(typ) <br />*/0 cont, tot 4 <br />typ each sIde <br />1410" & I/GrIes <br />#5 /5 max <br />Qyp) 61F <br />--27. <br />6"0 Deck DraIns <br />(For locaflons see <br />"Structure Plan'7 sheets) <br />and for more detall <br />see "Deck Draln and <br />Ladder Detall" sheet <br />BrIdge <br />'31,00 <br />ProffleGrGde <br />6' *4 18 <br />*5 ea 12 <br />114V2 -N to 1"8V2 " <br />(See Structure Plans) <br />TYPICAL SECTION <br />V2 H = //ON <br />J'0" to 7`0" SIdewalk <br />Chaln Unk RGIIIng B C11 - 7 <br />001% <br />R(:(�()HD DRAW1h <br />(�orrectioms By <br />Date <br />Any Person ising This Oraw r,:) ShOLD('Ve'r4Y <br />A0 information 13N, Of WO"k, <br />N <br />(0 <br />+- SIGN OFF DATE <br />Ln <br />0 <br />00 <br />Ln <br />a) FORM DC-OE-92-PF (REV. 3/88) <br />Edge of Deck <br />*5&2" contInuous <br />�6 <br />V <br />C\j <br />*6&2m conh <br />* r; --- <br />CY f 6- <br />12'0' <br />*5x1210N La 6 <br />1410" & Varles <br />1"611 <br />,A- Edge of Deck, typ <br />:ft .40 <br />6 <br />,Y4 drIp groove <br />For ReInforcement Detalls not shown <br />see LongItudInG1 ReInforcement sheets. <br />'(n rrooto Parrhor Tur%p 9711 choof <br />or barrIer detGlls not shown. <br />Concrete BarrIer <br />0 0 0 0 0. <br />0 0 0 le io 0 0 0 0 0 <br />TYPICAL SIDEWALK SLAAB OVERHANG <br />/N � //On <br />Ground Bar Note: <br />See "Structure Plan No. 3NGnd N Bent DetalISN <br />sheets for detG11s and locatIon of ground bar <br />to be place In s1dewalk. <br />COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS DESIGN BY G. DINI <br />Senlor Enqlneer Date Apor oval Recommended By I Date - DETAILS BY G. I MBSEN <br />FILE NAME DRAWER I SHEET NO. QUANTITIES BY J. MA <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 />E <br />Face of <br />BGrrIer <br />y <br />0 0 0 0 0 <br />0 0 0 <br />A <br />*5x6,'9" tot 7 - <br />POST MILES SHEET TOTAL <br />DIST COUNTY ROUTE TOTAL PROJECT NO. SHEETS <br />10 Si 38 105 <br />4 jyj <br />REGISTERED CIVIL ENGINEER <br />134 S IND <br />PLANS APPROVAL DATE <br />L3411SEN & ASSOCIATES, INC. <br />9833 Horn Rocd, Sulte C <br />Scicramento, Cal"IfornIc 95827 <br />��*�ESS/OY4::� <br />ENNIS D. PECCHI <br />LU <br />cr_ No. 32049 <br />Exp. 12/31/96 <br />CIVIL <br />OF C N\-\� <br />J"6' Tubular HGndrallsee <br />'SwIng Span - A41scelIGneous <br />DetG11s" sheet. <br />*5x1210" La 6 <br />YGtch Deck Slope <br />'0 <br />0 0 *5x6194 tot 7 <br />0 0 0 <br />0 <br />611 3' DrIp groove <br />*5 La 12 <br />1210# <br />SECTION A -A <br />TrGfflc Gate not shown 610M <br />see 'ElectrIcal Plans" <br />Face of BGrrIer, StG 7+70 <br />Face of BGrrler, StG 11-40 <br />See "Anchorage Detall" <br />on "SwIng Span UIsc- <br />elIGneous Detalls H sheet La StG 11+40 <br />PLAN <br />)0- <br />A <br />�0 <br />Traff1c <br />Gate = <br />BrIdge <br />StG 7-70 <br />A Sta 11+40 <br />y <br />A <br />TRAFFIC GATE SLAB OVERHANG <br />_Y4 0 <br />RIght sIde shown, left sIde La StG 7+70 sImIlar, left sIde <br />traff1c gate 0 StG 11+40 placed on sldewGlk slab overhang <br />APPROACH SPANS <br />PREPARED FOR THE DENNIS D. PECCHIA BRIDGE NO. BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />29C- 108 <br />COUNTY OF SAN JOAQUIN PROJECT ENGINEER POST MILE <br />DEPARTMENT OF PUBLIC WORKS TYPICAL SECTION <br />I I I I I I I C Li DISREGARD PRINTS BEARING 01- 08 REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF <br />0 1 2 3 EA EARLIER REVISION DATES 06 10-22 <br />- �91 1,�Z2"'],—�92 1 -92 1 1 S21 S46 <br />