Laserfiche WebLink
9 00� 10 09,5 O 805> (:8 J 7.5 l 7 J <br />U_ <br />z <br />e.= <br />a <br />LO <br />z <br />C7 <br />co <br />CD <br />Q0 <br />V <br />WE <br />6� <br />pq� <br />oT1 <br />0- <br />C) <br />pz <br />EJ J <br />z <br />z <br />7F <br />LLI <br />Uj <br />m <br />CL <br />(4) #5 BULLRAIL <br />B B BARS CONT UNO <br />(1 1) # 11 ADDITIONAL I SHORE POWER VAULT I S10.5 S10.2 I CRANEMOBILE <br />BI E HARBOR <br />I S10.5 S10.3 I S10.5 S10.2 I I (2) #5 BULLRAIL <br />VAULT BOTTOM BARS I I IN -1.1 I VAULT � � BARS CONT UNO <br />PIPE BOLLARD, TYP (9) #9 ADDITIONAL (10) #11 ADDITIONAL REMOVABLE TINDER <br />VAULT WALL BARS VAULT BOTTOM BARS (1) #9 ADDITIONAL BAR <br />I I VAULT WALL <br />WABARADDITIONAL BULLRAIL <br />TOP OF I TOP OF I - ( I I I <br />CONCRETE DECK (6)� ADDITIONAL UTILITY VAULT - (2) #9 CONT AND (1 1) <br />BULLRAIL VAULT WALL BARS #11 TOP BARS CONT UNO <br />(10) 11 TOP BARS AT <br />RAIL CONT U N 0 <br />CRANE <br />(9) #9 SIDE BARS __._ _._. ___. _ _ __ ___ ___ __ ___. __ ____ ___ __ .__. _._ __ _._ __. _ .__ F _... __. _. _ __ __ . __ __ ... (4) # 1 <br />.__ _._ 1 ADDITIONAL <br />® - I ®� _ �' VAULT BOTTOM BARS <br />CONT AND 12 9 ®_ - <br />_ w. <br />4 <br />SIDE BARS CONT UNO _. �.__ _ �..___ _ ---. BOTTOM <br />�� I - _.� I _ (23) #11 B M <br />BARS CONT <br />-- - <br />- - - - <br />4 <br />i I <br />-- e <br />_11VLL <br />C EXISTING CONC <br />24"0 STEEL CRANE PILE, TYP <br />BEAM PILE, TYP 4P-6P9 3" 399 <br />(1 1) #5 IN DROP TYP. " -�- 5�P <br />DOWN, TYP #6 @ 63" #6 @ 6" #6 @ 6" #6 @ 6" #6 @ 6" <br />SEE SEE SEE SEE SEE SIM <br />18" 0 STEEL PILE, TYP 399 39P 3" 3" <br />S10.5 S10,1 S10,5 S10. 510.5US10.2 510.5 510.1 _ 510.5US1.1 <br />e <br />93 99 3 99 3); <br />#6 n'7@ 6" <br />SEE SIM <br />#6LLj @ 6" 510.5 S10.2 <br />SEE <br />S10.5S10.2(A� ELEVATION ATE I E CRANE BEAM REINFORCING <br />S4.1 S 10.5 SCALE. 1 /4" ® 1 ' ®0" <br />(1 1) #5 IN DROP , - <br />DOWN, TYP O <br />E <br />FOR BARS IDENTIFIED AS CONTINUOUS <br />UNLESS NOTED OTHERWISE, SEE SECTIONS <br />ON SHEETS S 10.1 -S 10.3 FOR LOCATIONS <br />OF DISCONTINUITY. <br />1 8"0 STEEL <br />PILE, TYP <br />(1 8) #9 ADDITIONAL <br />VAULT WALL BARS <br />3.5 3 205 2 1©5 <br />FIBER OPTIC <br />(9) #9 SIDE BARS _ VAULT S10.5 S10.2 <br />CONT AND (12) #9 S10.5 S10.3 <br />SIDE BARS CONT UNO 1 (6) #11 ADDITIONAL I <br />VAULT BOTTOM BARS (8) #11 ADDITIONAL TOP <br />I BARS AT CRANE RAIL <br />i I t I li I �I <br />JL <br />49-6" <br />TYP <br />#6 ® 699 <br />SEE A SIM <br />S10.5 510.1 <br />s <br />#6 @ 6" SEE <br />S 10.5 S 10.3 <br />(6 WashingtonSuite 1 <br />98101 <br />-CONTAINER CRANE <br />POWER VAULT <br />1 <br />REMOVABLE <br />TIMBER BULLRAIL <br />(9) #11 ADDITIONAL <br />VAULT BOTTOM BARS <br />I 24"0 STEEL CRANEII <br />"PIC ,TYP <br />I i E _ - - - - -- - - - - - - - ! � <br />#6 @ 69P <br />SEE .� SIM <br />9P <br />3 S10.5 S10.1 399 <br />a <br />S4.1 1 S 10.5 SCALE; 1 /4" m 1' ®0" <br />12/08/17 SK ISSUED FOR DID AND PERMIT. <br />NO. DATE BY REVISION N0. DATE BY <br />#6 @ 699 <br />SEE D <br />S 10.5 S 10.2 <br />m <br />#6 .@ 6"SEE SIM <br />S10,5 S10,1 <br />39P <br />WATERSIDE CRANE BEAM REINFORCING <br />REVISION <br />PROJECT ENGINEER: <br />A. BERGMAN <br />DESIGNED BY: <br />S . STO RY <br />DRAWN BY: <br />T. LEMONS <br />APPROVED BY: <br />m <br />SCALE: <br />AS SHOWN <br />DATE: <br />12/08/201I <br />CHECKED BY: <br />S. KUEDLER <br />Day 0 PIPE BOLLARD <br />::)j <br />_ <br />I <br />699 <br />SEE <br />S10.5 S10.1 <br />PORT OF EVERETT <br />#6 <br />3" <br />(4) #5 BULLRAIL <br />BARS CONT UNO <br />(2)5 BULLRAIL <br />PARS CONT UNO <br />CRANE <br />` STOP SEE <br />S10.5S17.1 <br />(2) #9 CONT AND (6) #11 <br />` TOP BARS CONT UNO <br />r <br />(10) #11 TOP BARS AT <br />CRANE RAM_ CONT UNO <br />(23) BOTTOM <br />DARS CONTEXISTING CONC <br />PILE, TYP <br />3,9 <br />kEINFO''R`C''I'NG `� L T I SHEET NO. 04 <br />OF 176 <br />