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EXISTING FENDER SYSTEM <br />AND CATWALK TO BE <br />DISASSEMBLED AND <br />REASSEMBLED. PILES TO <br />BE PROTECTED IN PLACE <br />UNLESS IDENTIFIED FOR <br />REPLACEMENT. SEE <br />D1.1-D1.4 FOR PILE <br />REPLACEMENT LOCATIONS <br />AND S21 .1 -S21 .3 FOR <br />DETAILS <br />SELECT DEMOLITIOI <br />PROTECT PILE STRMINU3 <br />OR REINFORCEMENT IN <br />PLACE FOR INCORPORATION <br />INTO NEW CRANE BEAM <br />EXISTING FENDER SYSTEM. <br />AND CATWALK TO BE <br />DISASSEMBLED AND <br />REASSEMBLED. PILES TO <br />BE PROTECTED IN PLACE <br />UNLESS IDENTIFIED FOR <br />REPLACEMENT. SEE <br />D1.1-D1.4 FOR PILE <br />REPLACEMENT LOCATIONS <br />AND S21.1--S21.3 FOR <br />DETAILS <br />#4 @ 1299 OC STIRRUPS <br />TO REMAIN, LONGITUDINAL <br />BAR AND STRAND AT PANEL <br />EDGE TO BE REMOVED <br />I II_!— I u I\L-IVIM1114 <br />DETAIL AT EXISTING PILE CAP <br />1 � (WHOLE BENT #S) BENTS 0 THRU 27 <br />D4.1 D5.1 SCALE: 1 /2" - 1 _0O ) <br />A <br />1601 Sth Avenue, Suite 1300 <br />Seattle, Washington 08101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 2600120 <br />7)-69, <br />EXISTING PILE AT B <br />ROW (BENTS 10®-27) <br />SHOWN BEYOND. NO B <br />ROW PILE BENTS 0-9 <br />11 <br />V_931 1 V_99 ) <br />�12/08/17 SAC ISSUED FOR BID AND {HERMIT. <br />NO. DATE BY REVISION <br />NTS 0-9 AND V-9" @ BENTS <br />TRACTOR TO PROVIDE SHORING <br />STRICT ACCESS AT BENTS 0-9 <br />D DURING CONSTRUCTION. SEE <br />ITE 6 ON SHEET S1.1. <br />9 BENTS 0-9, <br />9 BENTS 10-27 EXISTING FENDER SYSTEM <br />AND CATWALK TO BE <br />ry <br />TYP, SEE NOTE 1 < DISASSEMBLED AND <br />BALLAST, TYP <br />EXISTING DECK <br />DANEL CLOSURE 0 <br />DOUR, TYP - <br />REASSEMBLED. PILES TO <br />BE PROTECTED IN PLACE <br />UNLESS IDENTIFIED FOR <br />REPLACEMENT. SEE <br />D1.1 -D1 .4 FOR PILE <br />REPLACEMENT LOCATIONS <br />AND S21 .1-S21.3 FOR <br />DETAILS <br />EXISTING PILE PROTECT PILE STRANDS <br />CAP, TYP `0 OR REINFORCEMENT IN <br />3 EX @ BENTS 0-9, <br />6 EX AND <br />6 EX @ BENTS 10-27 <br />6 EX <br />3 EX <br />PLACE FOR INCORPORATION <br />INTO NEW CRANE BEAM <br />2P9 MAX CONTRACTOR TO <br />VERIFY IN FIELD BASED ON <br />EXISTING AND NEW SOFFIT <br />ELEVATIONS AND NOTIFY <br />ENGINEER IF MORE THAN 3" <br />OF DEMO IS REQUIRED <br />LEGEND <br />E�A7DEMOLISH AND REMOVE EXISTING <br />STRUCTURE AND APPURTENANCES <br />- SELECT DEMOLITION ZONE, SEE <br />SPECIFICATIONS FOR SELECT <br />DEMOLITION REQUIREMENTS <br />SELECT DEMOLITION <br />AT PILE ACCESS HOLE <br />(BENT 0.5-27.5) SEE <br />D 1 7D5.3 <br />SIM <br />ACP, TYP. SEE NOTE 1 u <br />F <br />/-- BALLAST, TYP > <br />EXISTING DECK <br />PANELS, TYP <br />EXISTING PILE <br />CAP BEYOND, <br />TYP SEE :n <br />D5,1 D5.1 <br />EXISTING FENDER SYSTEM <br />AND CATWALK TO BE <br />DISASSEMBLED AND <br />REASSEMBLED. PILES TO <br />BE PROTECTED IN PLACE <br />UNLESS IDENTIFIED FOR <br />REPLACEMENT. SEE <br />D1 .1 -D1.4 FOR PILE <br />REPLACEMENT LOCATIONS <br />AND S21.1-S21.3 FOR <br />DETAI LS <br />#4 @ 12" OC STIRRUPS <br />TO REMAIN. LONGITUDINAL <br />BAR AND STRAND AT PANEL <br />EDGE TO BE REMOVED <br />NOTES: <br />1 -DEMO LIMITS OF ASPHALT AND BALLAST SHOWN <br />ON THIS SHEET ARE LIMITS REQUIRED FOR <br />DEMOLITION OF STRUCTURAL ELEMENTS. SEE <br />D2.1 AND D2.2 FOR FULL PAVING DEMO LIMITS. <br />2. SELECT DEMOLITION ZONE. REINFORCEMENT TO <br />REMAIN (PROTECT -IN -PLACE). SEE <br />SPECIFICATIONS, BAR COUNT, SIZE, AND <br />LOCATIONS SHOWN ARE BASED ON AVAILABLE <br />RECORD DRAWINGS. IF DIFFERENT <br />REINFORCEMENT CONDITIONS ARE ENCOUNTERED <br />THEY SHALL BE PRESERVED AND COUPLED AS <br />WELL. <br />NO. I DATE I BY <br />REVISION <br />-" LENGTH <br />ESERVED. <br />DOWEL BARS <br />-�T IN PLACE) <br />EX <br />YP. <br />DTE 1 <br />EXISTING DECK <br />PANEL CLOSURE <br />POUR, TYP <br />EXISTING PILE <br />�AP, TYP <br />'8 <br />EX AND <br />'6 <br />EX <br />6 <br />EX <br />#8 <br />EX <br />DETAIL <br />AT LXI`;IIP,G <br />PlLE <br />CAPS <br />(WHOLE <br />BENT 1'' ;) <br />BENTS <br />78 lllRU <br />35 <br />D4.11D5.1 SCALE: 1/2" = 1'-0" <br />SCALE: <br />AS SHOWN <br />DATE: <br />12/08/2017 <br />CHECKED BY: <br />S. KUEBLER <br />,P, TYP. <br />E NOTE 1 <br />3ALLAST, TYP <br />0 <br />EXISTING DECK <br />PAN ELS, TYP n <br />EXISTING PILE <br />CAP, TYP <br />3 EX <br />FRS <br />EX <br />BARS <br />�a z <br />