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U <br />V- <br />LO <br />F� <br />z <br />w <br />co <br />U- <br />U <br />399x24" BLOCKOUT <br />FOR SCUPPERS, <br />SEE S4.1 — S4.4 <br />FOR LOCATIONS <br />v <br />1 n'—w� <br />1 n9-.n99 <br /><. A JSECTION @ NEW PILE ;;AP <br />FOR WATERSIDE CRANE <br />BEAM REINFORCEMENT, <br />SEE <br />S7.�Si 0.1 f <br />,9.y 49 <br />29�®99 O <br />— 1.0% <br />PVC DRAIN <br />u I PIPE7U <br />II <br />1 II <br />� I <br />I <br />i 0 <br />I 7H 0 0- <br />0 <br />cr_ <br />T- <br />#6 J®BARS SEE <br />S8.2 FOR <br />TYPICAL DETAILS <br />Seattle, Washington 98101 <br />PROJECT NO. 1600120 <br />STRAND SPLICE, SEE <br />S8.2 FOR TYPICAL <br />SPLICE DETAILS <br />S4,1--S4-.3 S7.1 SCALE: 1/2" = 1'-0„ <br />S5.2, S7.2, <br />S10°1 <br />9 <br />#4 HEADED BARS COUPLED <br />TO EXISTING #4 STIRRUPS <br />FROM PANELS <br />p9 BAR SPLICE, SEE S8.2 <br />�, FOR TYPICAL SPLICE DETAILS <br />I <br />STEEL <br />1 PIPE PILE <br />LJ #6 STIRRUPS <br />AT 9" OC, TYP <br />ADDITIONAL STIRRUP SET <br />E� <br />DRILL (2) 3"0 VENT <br />HOLES AT EACH DECK <br />PANEL JOINT, SEE <br />07. 11 S7.1 <br />ACCESS HOLE FOR PI <br />INSTALLATION, TYP SEE <br />FOR REINFORCEMENT <br />#8 CONT TAP/— o FA( <br />#8 CONT BOT NOTE° <br />EITHER SIDE OF PILE � STEEL <br />PIPE PILE <br />SECTION @ NEW PILE CAP (HALF <br />S4.1 a--S4.3 S7° 1 SCALE: 1 /2" = 1 —0" <br />S5.2, S6.1, <br />S 10,1 , S22.2 <br />AQ <br />12/08/17 <br />SK <br />I ISSUED FOR BID AND PERMIT. <br />NO. <br />DATE I <br />BY <br />I REVISION <br />N0. <br />DATE <br />BY <br />REVISION <br />SLOPE SOFFIT OF <br />MATCH THE SLOPE <br />PANELS <br />BENTS) <br />PROJECT ENGINEER: <br />A. BERGMAN <br />DESIGNED BY: <br />S . STO RY <br />DRAWN BY: <br />T. LEMONS <br />t <br />APPROVED BY: <br />SCALE: <br />AS SHOWN <br />DATE: <br />12/08/2017 <br />CHECKED BY: <br />S. KUEBLER <br />A/' I-"r (-C' 1 Irll i TI IRU <br />—E <br />SEE <br />57r1S 1 <br />CAP <br />VENT HOLES TO <br />E FOR CONCRETE <br />J I L-L-1- <br />PIPE PILE <br />.1 Lfi..gw <br />>, <br />>R LANDSIDE CRANE <br />.AM REINFORCEMENT, <br />-E <br />S7.1 S11°1 <br />CIP NO. <br />1 —8 -001 —06 <br />PROJECT <br />NO. MT—ST-2017-1 1 <br />SHEET NO. 74 OF 176 <br />