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w <br />z <br />e <br />z <br />w <br />m� <br />C) <br />w <br />CD <br />o� <br />w <br />a <br />V <br />0 <br />0- <br />C) <br />co <br />C) <br />z <br />66 <br />w <br />0- <br />z <br />ry <br />m <br />w <br />z <br />m <br />w <br />w <br />w <br />0 <br />0— <br />5101S 2 <br />EX CONC <br />PILE, TYP <br />S1±11slo.3 2" <br />� <br />#5 @ 099 19_1O9y w <br />SEE NOTE 4 I i <br />(4) #5 ®� <br />BULLRAIL _ <br />BARS UNO CONT SEE (2) #5 BULLRAIL p <br />' BARS CONT UNO — - <br />NOTE 4 SEE NOTE 4 <br />(1 1) #1 1 TOP <br />BARS CONT UNO <br />(12) #9 SIDE <br />BARS CONT UNO ° <br />CRANE BEAM <br />299 CLR <br />TYP ° <br />CL WATERSIDE CRANE RAIL <br />6 9 4 p 9 9 I ' 1'— 8 1/2" <br />CL CABLE SLOT <br />V-7 <br />#9 CONT <br />_ I I <br />9--099 1 1 1 _ <br />° <br />(23) #1 1 BOTTOM ° <br />II <br />BARS CONT <br />___ <br />O <br />#5 q @ 12" TYP <br />c� <br />ACP <br />PILE CAP STRENGTHENING, <br />SEE <br />51 1FS8.1 <br />(10) #11 TOP <br />BARS AT CRANE <br />RAIL CONT UNO <br />-- EXISTING <br />PILE CAP <br />(9) #9 SIDE <br />BARS CONT <br />3" EXISTING PILE � I � _j <br />EMBEDMENT <br />COUPLE EX BARS TO NEW #8 <br />EX CONC SEE FOR BAR TYPE 3'-0 <br />PILE, TYP �S10.1 D5.1 <br />6A nR AND NUMBER <br />54.1-54.31510.1 SCALE: 1/2" = 1"-0" <br />58.1 <br />o, 10 <br />#5 " 99-699 `tl AT <br />STIRRUP SPACING <br />IN DROP DOWNS <br />�0 <br />DL0 <br />0 <br />�c/) <br />0 <br />w <br />-H Ld <br />cn <br />STEEL PILE, <br />TYP SEE <br />2 <br />S10�1 55.2 <br />CL CABLE SLOT <br />VC DRAIN CL WATERSIDE CRANE RAIL <br />BEYOND <br />JV�IPPE <br />r: <br />1 <br />II <br />II <br />it - — <br />II <br />II <br />° <br />II <br />II <br />° <br />II <br />° <br />II <br />° <br />II I <br />me <br />CRANE BEAM <br />INCORPORATE PILE STRANDS <br />OR REINFORCEMENT FROM ALL <br />EXISTING PILES (BENT 0-35) <br />INTO NEW CRANE BEAM. SEE <br />NOTES -0- <br />1. FOR REINFORCEMENT DETAILS <br />AND DIMENSIONS NOT <br />SHOWN, SEE <br />S10.1 510.1 <br />2. SECTIONS SHOWN WITH <br />CONCRETE BULLRAIL. SEE <br />SHEETS 52.1--52.3 FOR <br />TIMBER BULLRAIL LOCATIONS. <br />3. SEE C2.5 AND 58.1 FOR <br />ELEVATION AND GRADING OF <br />CRANE BEAM. <br />4. DISCONTINUE CONCRETE <br />BULLRAIL REINFORCING 3'H <br />PRECAST WAY FROM FACE OF TIMBER <br />PANEL BULL RAIL, SEE SHEETS 59.1 <br />AND S9.2 FOR LOCATIONS. <br />EXISTING #4 <br />PANEL STIRRUPS <br />-COUPLE EX TOP AND <br />BOTTOM BARS TO NEW #8� <br />39—O99 <br />OR HEADED BAR FOR BAR <br />TYPE AND NUMBER SEE r-4-� <br />S i 0. 11 D5.1 <br />EX STEEL <br />PILE <br />CL CABLE SLOT <br />PVC DRAIN <br />PIPE CL WATERSIDE CRANE RAIL <br />a — <br />ACP <br />�- EXISTING PILE CAP <br />STRENGTHENING <br />TOP BAR, SEE <br />510.TS8.1 <br />7 <br />II I I COUPLE EX BARS TO NEW #8 <br />I SEE FOR BAR TYPE —099 <br />510.1 D5.1 <br />A AND NUMBER <br />S4.4l S 1 Oa 1 SCALE: 1 /299 __ 1 9—O" <br />� � <br />54.1 —54.3 S 10.1 SCALE: 1 /2" = 19-099 <br />57.1 <br />SCALE: <br />AS SHOWN <br />DATE: <br />12/8/2017 <br />CHECKED BY: <br />S. KUEBLER <br />R PILE ACCESS <br />rE REINFORCEMENT <br />rB <br />510.1 57.1 <br />PRECAST <br />PANEL <br />LE CAP, SEErk'� <br />510,1FS7.1 <br />IF SHEET IS LESS THAN 22x34 <br />