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X <br />X <br />X <br />P- <br />6"0" max <br />Top Roll <br />Roll Cap TS Jx2xJ875 <br />A A <br />�0 <br />zo <br />51' <br />Edge of Pler Posts TS 2x2xJ875 <br />C DESIGN OVERSIGHT <br />See Anchorage Detall <br />ELEVATION X6" TUBULAR HANDRAIL. <br />-'14 N�/ / 0 H <br />(For locatlon of Tubular Handralls, <br />see Rest Piers & Structure Plan sheets) <br />Edge of Deck <br />Ra// <br />0 Hole <br />/T �41 lfx8my8" <br />IV2 V2 2V2" I V2 <br />w/th 1�81 " 0 -1 - 0- -C <br />Holes 80 <br />0 <br />U <br />SIGN OFF DATE <br />Ln <br />0 <br />00 <br />LO FORM DC-OE-92-PF (REV. 3/88) <br />a) <br />I <br />Wj AM <br />Y8" Vent <br />78 <br />U Bolts-Y Thread <br />Cut Washer <br />J Jam Nut & Cut Washer <br />*4xO-'10" <br />(Tot 4) <br />2-*6x(Y10` <br />Tack Weld <br />ELEVATION <br />ANCHORAGE DETAIL <br />3 0=//00 <br />Post, Vertical <br />SECTION A -A <br />Rall Cap <br />A A <br />Posts ES ZygxJ875 <br />Edge of Pler----"* nee varles en order <br />0ja <br />ELE I N Tu, RAIL <br />�% V=//08 <br />(For Locatlon, see "Rest Plers <br />21 & 23 Layour sheet and <br />'Pivot Pler 22 Detallsm sheet) <br />Top Roll <br />TS 3x2xJ875 <br />�81 " 0 Vent <br />Posts, TS 2x2xJ875 <br />P")"11M Q, AJ1,4 Pn11 V <br />rS 2x2xJ875 I I <br />0 Vent <br />G <br />G <br />PART ELEVATION <br />RAIL CONNECTION DETAIL <br />BY <br />COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS DESIGN G. DINI <br />Senlor Enqlneer Date ApDrova(Recommended 13v I Date DETAILS BY G. I MBSEN <br />FILE NAME DRAWER I SHEET NO. QUANTITIES BY G. D I N I <br />X-1,01, <br />CHECKED <br />D. PECCH I A <br />CHECKED <br />G. D I N I <br />CHECKED <br />F. L I <br />ORIGINAL SCALE IN INCHES <br />FOR REDUCED PLANS <br />V - 0--�- -- -C J/1 6 <br />G <br />GrInd to <br />V4# R <br />RAIL CAP <br />(TS 2x2x.1875 Similar) <br />G <br />6d <br />X\ <br />66' <br />G <br />6d <br />G <br />Top Roll <br />F- <br />/is fA 1,/ ""M <br />18 <br />of Roll <br />CORNER DETAIL <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 EA <br />DIST COUNTY <br />ROUTE <br />10 Si <br />kit <br />REGISTERED CIVIL <br />ENGINEER <br />POST VILES <br />TOTAL PROJECT <br />I <br />PLANS APPROVAL DATE <br />121411SEN & ASSOCIATES, INC. <br />9833 Horn Road, Suite C <br />Sacramento, California 95827 <br />SHEET <br />TOTAL <br />NO. <br />SHEETS <br />61 <br />105 <br />'OESS/44 <br />ENNIS D. PECCHII <br />No. 32049 <br />Exp. 12/31/96 <br />,�k CIVIL <br />OF CN <br />Notes: <br />/. Galvanlze rallassembly after fGbr[cGtlon. <br />2. Posts sholl be vertical. <br />J. See "Rest Piers 21 & 23 Layout' sheet <br />and 'Pivot Pler 22 Details" sheet. <br />4. All exposed edges of posts or rolls shall <br />be radlused or beveled. All welds on the <br />rolling shall be ground smooth. <br />5. For Tube Splice see e//-5 'Tube Splice Detall' <br />Ak I <br />RFCOR N <br />Ice'; <br />()rrp.dions 13Y <br />B, <br />'10 C.ha 9 s <br />'late 'This )DravviN!�3hould W47 <br />ry Prs n Using <br />jf,)rrrafion <br />SWING SPAN <br />BRIDGE NO. <br />29C- Io8 BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />POST V ILE MISCELLANEOUS DETAILS <br />DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) I SHEET OF <br />'1 111-221 1 <br />92 <br />EARLIER REVISION DATES 92 _9_ S44 S46 <br />.3 <br />A06 <br />