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UA <br />m <br />m <br />9 <br />z <br />w <br />w <br />Z) <br />LL <br />C) <br />q) <br />w <br />1 <br />0 <br />0— <br />C) <br />0 <br />z <br />m <br />0- <br />z <br />w <br />w <br />z <br />w <br />w <br />m <br />w <br />0 <br />0 <br />0— <br />REMOVABLE TIMBER - <br />BULLRAIL <br />(2) #9 CONT AND <br />(1 1) #11 TOP BARS CONT UNO <br />(10) #11 TOP BARS AT - <br />CRANE RAIL CONT UNO <br />29 28©5 28 27.5 27 26e5 26 25®-5 25 <br />�/y05 <br />MOBILE HARBOR CRANE (10) #11 ADDITIONAL (6} 9 ADDITIONAL TOP OF I CONCRETE (9) #9 ADDITIONAL <br />VAULT BOTTOM BARS BULLRAIL VAULT WALL BARS <br />ELECTRICAL VAULT i VAULT WALL BARS J <br />t I <br />I (1) 9 ADDITIONAL BAR I I I I PIPE BOLLARD I <br />SCUPPER, TYP <br />510.4 510.3 S10.4 S10.2 TOES OF DECK 510.4 S10.2 <br />(6) #9 ADDITIONAL <br />VAULT WALL BARS UTILITY VAULT - <br />�- <br />-T777=7 _ _ __ .-_ _ __ __ _... _ __ __ __ __- ____ _ _ _- -- ---- - .__ _ _ __ __.. __ .._ __ __ _TT <br />i <br />(4) #11 ADDITIONAL <br />VAULT BOTTOM BARS <br />24"0 STEEL CRANE <br />BEAM PILE, TYP <br />1 8"0 STEEL PILE, TYP <br />#6 699 <br />SEE S I M <br />S10.4 S10.1 <br />3 99 <br />#6 rd] @ 699 <br />m <br />m <br />EXISTING CONC --� <br />PILE, TYP <br />#6 ml <br />@ 6" <br />SEE <br />3" S10. SS10.1 <br />L E Vi 1 F i WATERSIDE- <br />BEAM <br />REINFORCING <br />CRANE <br />S4.3, S4.41 S 10.4 SCALE: 1 /4" = 1 "®0" <br />SHORE POWER <br />VAULT <br />(4) #5 BULLRAIL <br />BARS CONT UNO <br />(2) #5 BULLRAIL <br />BARS CONT UNO <br />9 SIDE BARS <br />CONT AND (12) #9 <br />SIDE BARS CONT UNO <br />f <br />- - 1 (1 1) #11 ADDITIONAL <br />VAULT BOTTOM BARS <br />Tm i <br />(23) #11 BOTTOM <br />y 99 <br />oJS (1 1) #5 IN DROP BARS CONT <br />399 DOWN, TYP <br />6 ml @ 6" <br />SEE A <br />399 S10.4 S10.1 <br />6 @ 6" <br />SEE C SIM <br />S 10.4 S 10.2 <br />1505 19 18.E (18 17,5 (17 Y16. 16 <br />(1) #9 ADDITIONAL BAR <br />� (6) #9 ADDITIONAL I I B I <br />I VAULT WALL BARS � I <br />PIPE BOLLARDI (10) #11 ADDITIONAL I S10.4 S1 <br />(10) #11 BARS AT VAULT BOTTOM BARS <br />CRANE RAIL CONT UNO J TOP OF DECK <br />I 510.4 S10.3 MOBILE HARBOR CRANE (6)9 ADDITIONAL <br />SCUPPER, TYP _ UTILITY VAULT VAULT WALL BARS <br />ELECTRICAL VAULT 1 <br />(9) #9 SIDE BARS CONT AND <br />(12) #9 SIDE BARS CONT UNO <br />1 <br />FOR BARS IDENTIFIED AS CONTINUOUS <br />UNLESS NOTED OTHERWISE, SEE SECTIONS <br />ON SHEETS S10.1-S10.3 FOR LOCATIONS <br />OF DISCONTINUITY, <br />10"O STEEL <br />PILE, TYP <br />49-699 <br />TYP <br />16015th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />._m_.-_ __ -- - <br />_ <br />` <br />(1 1) #5 IN DROP <br />DOWN, TYP <br />#6 !D:, @ 6" <br />SEE <br />S101.4S0.1 <br />a <br />a <br />6 ^ 99 <br />EIL <br />SEE <br />39S10:4 S10,2 <br />0 <br />ELEVATION <br />WATERS DE-CRAN <br />_ j <br />S4.2, S4,31S10.4 SCALE: 1/4" ® 1'--0" <br />#6 MI `ii 6" <br />SEE <br />3" S1Q,PSI .1 <br />SCALE: <br />AS SHOWN <br />DATE: <br />12/08/2017 <br />CHECKED BY: <br />S. KUEBLER <br />(4) #5 BULLRAIL <br />BARS CONT UNO <br />(2) #5 BULLRAIL <br />BARS CONT UNO <br />CONCRETE BULLRAIL, TYP <br />(2) #9 CONT AND (1 1) <br />11 TOP BARS CONT UNO <br />(4) #11 ADDITIONAL <br />VAULT BOTTOM BARS <br />(23) #11 BOTTOM <br />BARS CONT <br />EXISTING CONC <br />PILE, TYP <br />24"0 STEEL CRANE <br />BEAM PILE, TYP <br />> <br />