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m <br />o� <br />C) <br />CL <br />C) <br />CD <br />66 <br />z <br />m <br />z <br />w <br />0 <br />0- <br />CUT 1/2 9) 0 PRES"" „' <br />STRANDS IN BC <br />SEE <br />CUT 1 /2"0 PRESTRE� " "1" <br />STRANDS IN BOT <br />SEE N <br />n <br />c.� <br />I <br />BOT LAYER OF <br />DECK PANEL REINF <br />VX. <br />CL NEW BENTS <br />TOP LAYER OF <br />� DECK PANEL REINF <br />D 1.1—D 1.3, D5.3 SCALE: 3/4" = 1 '-0" <br />D4.1 & 58.2 <br />X. <br />CL NEW BENTS <br />-- BOT LAYER OF I TOP LAYER OF <br />DECK PANEL REINF I DECK PANEL REINF <br />CUT #9 BARS IN <br />TOP LAYER, SEE <br />NOTE 1 <br />CORING SAWCUT 1" <br />IAX DEPTH T&B & <br />'EMOVE CONC, <br />�EE NOTE 3 <br />CUT #9 BARS IN <br />TOP LAYER, SEE <br />NOTE 1 <br />CORING SAWCUT 1 <br />IAX DEPTH T&B & <br />EMOVE CONC, <br />EE NOTE 3 <br />ROUTED JOINT BETWEEN <br />ECK PANELS, TYP, <br />OCATION VARIES, SEE <br />1.1—D1.3 FOR <br />_OCATIONS <br />PILE ACCESS HOLE DEMOLITION <br />AT DECK PANEL JOINT (SIB AT GRID B) <br />D1.1—D1.3,jD5.3 SCALE: 3/4" V--0," <br />D4.1, D51 <br />& 58.2 <br />1601 Sth ,avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (200) 382-0500 <br />PROJECT NO. 1600120 <br />12/O8/17SK <br />NO. DATE I BY <br />ISSUED FOR DID AND PERMIT. <br />REVISION N0. DATE BY <br />TES® <br />1. LEAVE ENOUGH LENGTH OF THE MILD <br />STEEL REINFORCEMENT FOR THE <br />MECHANICAL SPLICE, SEE SHEET 58.2 FOR <br />SPLICE DETAILS. <br />2. LEAVE ENOUGH LENGTH OF THE <br />PRESTRESSING STRANDS FOR THE <br />MECHANICAL SPLICE. SEE SHEET 58.2 FOR <br />SPLICE DETAILS. <br />3. REMOVAL OF PILE ACCESS HOLE CONCRETE <br />BETWEEN SCORING SAWCUT HOLES SHALL <br />BE VIA SELECT DEMOLITION UTILIZING HAND <br />HELD TOOLS TO PRESERVE EXISTING <br />REINFORCEMENT. <br />4. EXTEND SELECT DEMOLITION, IF REQUIRED, <br />ONLY FAR ENOUGH BEYOND S-6" SUCH <br />THAT #4 COUPLERS AND #9 BAR OR <br />STRAND COUPLERS DO NOT CONFLICT. SEE <br />S&2 FOR ADDITIONAL DETAILS REGARDING <br />BUILD —BACK. <br />LEGEND <br />DEMOLISH AND REMOVE EXISTING <br />STRUCTURE AND APPURTENANCES <br />SELECT DEMOLITION ZONE. SEE <br />SPECIFICATIONS FOR SELECT <br />DEMOLITION REQUIREMENTS <br />EXISTING <br />CAP RET <br />SELECT DEMO W/ HAND <br />TOOLS TO PRESERVE <br />EXISTING REINFORCEMENT <br />REVISION <br />CUT 1 /2"0 PRES-----" „` <br />STRANDS IN BC <br />SEE <br />GROUTED JOIN-, <br />DECK PANELS, TYP, <br />LOCATION VARIES, SEE <br />D1 .1 —D1.3 FOR <br />LOCATIONS <br />(X. 5 <br />CL NEW DENTS <br />DOT LAYER OF I TOP LAYER OF <br />C1F-rk/ PAKI-I PI-1NIF F)FOV FDANIFI P IKIF <br />CUT #4 STIRRUPS, <br />T&B SEE NOTE 1 <br />CUT #9 BARS IN <br />TOP LAYER, SEE <br />NOTE 1 <br />"CORING SAWCUT 199 <br />IAX DEPTH T&B & <br />'EMOVE CONC, <br />1EE NOTE 3 <br />PILE <br />ACCESS <br />HOLE <br />DEMOLITION <br />AWAY <br />F <br />O <br />DECK <br />PA <br />EL <br />JOINTS <br />D 1 .1-- D 1.3, D5.3 SCALE: 3/4" w 1 9 —0" <br />D4.1 & 58.2 <br />(-A n1 1T T„m AND SIDES OF <br />�GTHF_NING AS <br />3/4" DEPTH <br />SELECT DEMO <br />DEMOLITION AT PILE CAP <br />STRENGTHENING (BENT 28-34) <br />D1.41D5.3 SCALE: 3/4" 19-099 <br />PROJECT ENGINEER: <br />SCALE: <br />AS SHOWN <br />DATE: <br />12/08/2017 <br />CHECKED BY: <br />S. KUEBLER <br />(2) EXISTING #8 DOWEL <br />BARS AT 12" OC <br />PROTECT BARS IN PLACE <br />(5) EXISTING #8 <br />3ARS PROTECT <br />3ARS IN PLACE <br />XISTING DECK, <br />ANEL <br />Tj <br />44, <br />�s<; ..� 1, b>e..:� lli <br />4 %"'� xT <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />CIP NO. <br />1-8-001-06 <br />PROJECT <br />N0, MT—T-2017-11 <br />SHEET NO. 26 OF 176 <br />