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A—' <br />z <br />w <br />9 <br />z <br />m <br />Bdd <br />v� <br />12 <br />�e <br />e� <br />D <br />SECTION AT PROTECTION VAULT <br />WATER LINE & ELECTRICAL CONDUIT <br />IN NEW PILE CAP (BENT 27.5) <br />54.31 S22.,3SCALEo 3/4" = 1 9-099 <br />1601 Sth Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO.1600120 <br />7E <br />;22.3 S22.3 <br />-IONDUIT, <br />L <br />N 0 T E S__; <br />1. 4"0, 6"0 OR 8"0 SCH 40 PVC PIPE <br />SLEEVE FOR 2", 499 OR 5" ELECTRICAL <br />CONDUIT RESPECTIVELY OR 6"0 SCSI 40 <br />PIPE SLEEVE FOR 499 WATERLINE SLEEVE. <br />2. AT CONFLICTS BETWEEN PIPE SLEEVE <br />AND CRANE BEAM SIDE BARS, PROVIDE <br />NON —CONTACT LAP SPLICE PER SKEET <br />S1.1. AT CONFLICTS BETWEEN PIPE <br />SLEEVE AND CRANE BEAM STIRRUPS, <br />BUNDLE (2) STIRRUPS EACH SIDE OF <br />PIPE SLEEVE. <br />3, THIS DIMENSION SHALL BE 8" WHEN <br />PASSING THROUGH EXISTING GRADE BEAM <br />AND LANDSIDE CRANE BEAM AND <br />TRANSITION TO 6" BEFORE PILE GRID G. <br />12/8/17 <br />SK <br />ISSUED FOR BID AND PERMIT. <br />NO. <br />DATE <br />I BY <br />REVISION <br />SEE NOTE <br />COMPRESSED Al <br />PROTECTION VAULT <br />PROVIDE Y DRAIN MOLE AT <br />MINIMUM DISTANCE FROM WALL <br />AND 3" MINIMUM DISTANCE FROM <br />UTILITY PENETRATION. <br />�f=EF7 <br />�4')1I711I71)�37 <br />SEE yNOTE �1 <br />g9-629 <br />DETAIL <br />— PROTECTION VAULT <br />S22.3I S22.3 SCALE: 1 1 /2" ® 19-099 <br />DETAIL AT UTILITY PENETRATION <br />BENTS <br />.5 & 27.5 <br />S22.1IS22.3 SCALE, 1" <br />0 1 9-099 <br />ORAL <br />PROJECT ENGINEER - <br />A. BERGMAN <br />DESIGNED BY.- <br />S. STORY <br />DRAWN BY. <br />T. LEMONS <br />scmk <br />AS SHOWN <br />®A1E0 <br />12/08/201i <br />CHECKED BY- <br />S. KUEBLER <br />#5 VERT BAR <br />699 OC <br />5 @ 699 OC <br />39Q699 <br />(3) # 4 9-499 <br />99— d " <br />3", 5" OR 6" CORE DRILLED MOLES <br />.OR 2999 499 OR 5" ELECTRICAL <br />-ONDUIT RESPECTIVELY OR 5" CORE <br />)RILLED HOLE FOR 499 WATERLINE <br />SLEEVE. COORDINATE HOLE <br />- LEVATIONS W/ CONDUIT PLACEMENT <br />N PILE CAP. CORE DRILLING <br />FNROUGH SIDE PARS AND TIES IS <br />-1ERMITTED. <br />1 WHARF <br />PROTECTION I A UL T D iF J MIS <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />C!P NO. <br />-- 1 m8—OO1-06 <br />PROJECT <br />NO. MT— T-2017-1 1 <br />SHEET NO. 114 OF 176 <br />