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DIST COUNTY ROUTE POST MILES SHEET TOTAL'' <br />XX TOTAL PROJECT NO. SHEETS <br />A <br />X At Expanslon Bent 6, fl, and 16 10 S 1 27 105 <br />90 std. X X At Rest Flers and Plvot Pler <br />V2 <br />hook (typ) V4 N thIck m1n <br />BackInG RIng !��SS�IOIV4>\- <br />D lx6x-918" REGISTERED CIVIL ENGINEER <br />X Comp ENNIS D. PECCHII <br />36" 0 Steel Shell N < Penetratlon )OV I t, <br />SpIral may be d1sconflnuous V2 Uln wall thk. Typ\\ e B J14ftx17V2Hx1212y PLANS APPRO'OVAL DATE No. 32049 <br />at bottom mGt of p1le cap 450 > (Typ)(Notch to slIde Exp. 12/31/96 <br />and p1le footInG reInforcement. :Vf! Into p1le) J�x CIVIL <br />IMBSEN & ASSOCIATE, S, INC. <br />A 9833 Hor-n Rocd,Sulte C <br />Sccrcmento, Cclif ornlic 95827 <br />OF CN <br />C\j A <br />Typ\ <br />A J14'xJ6x1P-2' <br />(Notch to slIde <br />-X1 6 > Bottom Shell Into p1le) 0 R 0 0 R AW IN'' G <br />��36` 0 Steel sh611 <br />V2 "mln wall thk. WeldIng Sequence: <br />PGlnt portIon of steel V2 <br />6 ea.-,314"x112xO`-1V2 N Y Pe Should VaMy <br />-.4-4 /. Weld #! B to &_ A rso� This Drawin� <br />shell that extends above Stoppers v 600 Site Of Wod<, <br />Elev -2.0 at the expGnslon PLAN 2. Weld iFs A & B to Steel Shell ­fneatior, 13v �n.,:.,Oecting The <br />Bents 6, // & 16 _'14 M�//OA J. Weld #! C to els A & B <br />and Steel Shell <br />X Class A SHELL SPLICE 4. Weld #! D to es A,B & C <br />Concrete SECTION C-C <br />jo P-MI I ILI Q1_1011 IV2 11=//Oft <br />w1th1n mIddle thlrd of <br />p1le length, see detall 36" 0 Steel Shell <br /><Typ <br />A <br />.... ....... <br />A C\j <br />DETAIL 'Am <br />A #=//OM <br />J <br />X - - - <br />X <br />i? C 28 thIck x 17V2 " radlus <br />(4 nlece ) <br />V / <br />JAI] <\TYP <br />1E D C <br /><Typ <br />SECTION E-E <br />/ V2 "=/ / 0 " <br />Steel Shell <br />FXn <br />N <br />/M 31 - y 4 <br />A uu" <br />Backup Bar <br />I <br />1P_ C <br />SECTION F-F <br />NTS <br />DIrectIon <br />C\j C C Start of p1tch 75;1. pen mIn > of weld <br />when weld Is 45- <br />used to anchor DIrectIon <br />spIral unIt of weld Run off end of\ *4, *5 & *6 <br />I- PlIe Tlp ------- bar as shown <br />A -------- _41 d relnf only <br />-Y 4V2 5'lap <br />bar <br />IP A Run off end of \ 12" m1n <br />- 2" 0 bar as shown / Lop 4, *5 & *6 <br />0 hole 11V2 Length relnf only Butt weld to be made fIrst. <br />2. Butt weld to be made In flat <br />or horIzontal posItIon. <br />J. Lap bar to be centered on splIce. <br />NOTE: Flare weld to be made In d1rectIon shown. 4. Flare weld to be made In d1rectIon <br />ELEVATION I? B (Typ) shown. <br />,3 [P- C, typ 5. Lap bar equal sIze to spIrcl bar. <br />14 0 0 WELDED LAP SPLICE AND ANCHOR <br />VEE GROVE WELDED SPLICE <br />Sym *5 SpIral La Start of p1tch <br />4" max p1tch when clIp Is Same slze, SPGCIng <br />used to anchor SplIce clIp shown materIal as spIral <br />splral unit for example only shown on plan <br />V2' m1n Shell Wall See Detall A CP/ <br />thIckness to cir 3/00 Do- 8 1 4 h <br />h <br />(typ) <br />bar d1a (Typ) <br />J, *4, *5 & *6 IndIvIdual hoops, made contInuous <br />20 - */0 /50 relnf only wIth 1OOY. penetrGtIon welds, may <br />No lap spllces y be substItuted for spIrGIs. <br />G11owed. PermlssIble SECTION B-B <br />Butt SplIce La / V2 MECHANICAL LAP SPLICE AND ANCHOR BUTT WELDED CONTINUOUS HOOP <br />mldpolnt t5l of total EL -__VATION <br />Rebar length. 3/0, 314 #=//On <br />SECTION A -A J60 CAST -IN -PLACE CONCRETE PILE BAR SPIRAL SPLICE & SPIRAL ANCHOR AND HOOP DETAIL <br />J /I = //On NOT TO SCALE <br />14 <br />0 V QDIM-F k1r) <br />X COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS DESIGN G. DINI D. PECCH I A PREPARED FOR THE D. PECCH I A 29C- Io8 BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />C DESIGN OVERSIGHT Senlor EnQlneer Date ApDroval Recommended By I Date DETAILS BY CHECKED PROJECT ENGINEER <br />G. I MBSEN G. DINI COUNTY OF SAN JOAQUIN POST MILE <br />FILE NAME DRAWER SHEET NO. QUANTITIES BY CHECKED 36H CAST IN PLACE CONCRETE PILE DETAILS <br />rn SIGN OFF DATE J. MA C. F. YANG DEPARTMENT OF PUBLIC WORKS <br />Ln REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF <br />0 ORIGINAL SCALE IN INCHES C Li DISREGARD PRINTS BEARING 0 2 <br />(REV. 3/88) FOR REDUCED PLANS 0 3 EA EARLIER REVISION DATES - -'1 10-1 1 SIO S46 <br />CIO -PF �921 >9 3 -93 <br />Ln FORM DC-OE-92 "92 <br />r3 q -2 <br />