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BrIdGe <br />x <br />24" Octagonal Pfle <br />C/ass 80 <br />of Deck <br />L-------------- �--+--L -------------- ------- <br />Bent <br />31,311 b--C <br />x <br />(n-0 Equal Plle Spaces <br />BENT PILE LAYOUT <br />BENTS 2-5. 7-10P 12-15P <br />17-20 <br />Scale: V4' - /"0' <br />x--- 216m Bent 216# <br />*9 tot 12 <br />*6 6, Place <br />L <br />normal to Bent <br />2*'Chamfer <br />Plle bars 210" <br />mln embedment <br />x <br />x <br />C DESIGN OVERSIGHT <br />SIGN OFF DATE <br />Ln <br />0 <br />00 <br />Ln FORM DC-OE-92-PF (REV. 3/88) <br />CY) <br />BENT CAP SECTION <br />Scale: -314 " = /"0" <br />313N <br />lw--c <br />— YGIn Slab ReInf <br />(p <br />Z-1 <br />*5 1 @ 6, <br />spaced along � Bent <br />BENT <br />2 <br />'3 <br />4 <br />5 <br />7-10 <br />12-15 <br />17-20 <br />24 <br />25 <br />COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS DESIGN BY J. MA <br />Senlor EnQlneer Date I Approval Recommended By Date BY <br />I DETAILS B. MAECHLER <br />FILE NAME DRAWER SHEET NO. QUANTITIES BY J. MA <br />24" Octagonal Plle <br />ri an <br />V00 <br />Ll—"- <br />I <br />�A <br />C BrIdge <br />DIST COUNTY ROUTE <br />10 S i <br />16miz ke <br />REGISTERED CIVIL ENGINEER <br />POST MILES <br />TOTAL PROJECT <br />NOV 11 5 4333 <br />PLANS APPROVAL DATE <br />IMBSEN & ASSOCIATES, INC. <br />9833 Horn Rocd, Sulte C <br />Sccrcment o, �.0 I I To rnic 9582 1 <br />Edge of Deck <br />Bent 24 <br />Ground Bar requIred at - -------- <br />thIs p1le. See NP/le Detalls- <br />rlf7.tz.q qr? chnaf <br />For Tr(7ffllc Gate Overhang <br />see "ApproGch Span - TypIcal <br />For SIdewalk Overhang Sectlon" sheet. <br />see "Approach Span - TypIcal <br />Sectlon" & mSwlng Span - <br />UlscelIGneous Detalls" sheet. <br />NUYBER OF <br />PILES (n) <br />7 <br />5 <br />4 <br />4 <br />4 <br />4 <br />5 <br />4 <br />5 <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 />(n-1) Equal P/le Spaces <br />BENT PILE LAYOUT <br />BENT 24 <br />Scale: VY - /"0" <br />BrIdge <br />For SldewGlk Overhang <br />see NApproGch Span - TypIcal <br />Sectlon" sheet. <br />r r <br />L <br />-4 31,31V 0-.< (n-1) Equal P11e Spaces <br />PREPARED FOR THE DENNIS D. PECCHIA <br />COUNTY OF SAN JOAQUIN PROJECT ENGINEER <br />DEPARTMENT OF PUBLIC WORKS <br />I I I I I I I CU <br />0 1 2 3 EA <br />BENT PILE LAYOUT <br />BENT 25 <br />Scale: V4 " - //0" <br />SHEET <br />TOTAL <br />NO. <br />SHEETS <br />33 <br />105 <br />���?\OVESS/O/v 14 <br />ENNIS D. PECCHI <br />No. 32049 <br />Exp <br />12/31/96 <br />41 <br />CIVIL <br />e'� �\_\ �' <br />OF C N <br />D D RAW I <br />R3V <br />e <br />Pprs,�n sino T'his (Diravving �'-'Ihouid Vorit� <br />r-v) I he Site (1, Work. <br />24" Octagonal Pfle <br />C/ass 80 <br />Edge of Deck <br />Bent 25 <br />APPROACH SPANS <br />BRIDGE NO. <br />29C- io8 BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />POST VILE <br />BENT DETAILS <br />DISREGARD PRINTS BEARING REVISION DATES (PREL�M�NARY STAGE ONLY) SHEET OF <br />EARLIER REVISION DATES 02-,2'� 08,-KI 06-_Vfl 10-22 1 <br />,-e'9 2 2 1,--13 1 -93 S161 S46 <br />OG r:-- (I ) <6� <br />