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I -� /A " <br />z <br />00 <br />z <br />a� <br />1 "0 AB W/ NUT <br />WASHER, TYF <br />CD <br />c <br />a <br />c <br />V) <br />� a <br />LO <br />K <br />175 LB CRANE RAIL <br />FILL CRANE <br />RAIL POCKET <br />WITH HMA, SEE <br />3 <br />� 512.1LSI <br />2.1 <br />w <br />o <br />\ <br />I <br />rti 9 va 99 <br />PLAN - SGf? PJ10UN1 BAIL <br />S5.1 S5.3 j S 12.1 SCALE: 1 1 /2" = 1 ' -0" <br />EL 18.20 WS <br />EL 17.62 LS <br />CONT SOFT MOUNT RAIL PAD <br />(1 /4"x5"x7/8"xCONT SS RAIL <br />PAD PLATE AT SIM CONDITION) <br />\ WELDABLE RAIL CLIP <br />\\(24 KIP LATERAL FORCE <br />\ \� RESISTANCE), TYP <br />1 <br />3/4"x 1 '-1 "x CONT SOLE PL <br />(10'-0" NOM SEGMENTS) <br />l <br />i <br />SET WITH TEMPLATE <br />PROVIDED BY RAIL <br />� MANUFACTURER <br />(A) I <br />S 1.3, S 12.1 , S 13,�S,�-1 SCALE: 3" = 1 ' —0" <br />Port <br />EtE <br />3 <br />i <br />38 <br />A 98206 <br />3164 <br />2 1 /2" NOM DEPTH <br />EPDXY GROUT PAD <br />1 " CONT CRANE <br />RAIL GROUT <br />S 0 F T ! O___U i i <br />PROJECTSeattle, Washington 98101 <br />,1 7 / A " <br />SECTION LEVELING BOLTS <br />S12.1IS12.1 SCALE: 3" = 1'-0" <br />0 UNC <br />� THREADS <br />BOLTS. SET <br />ED LEVELING <br />\IG [BOLTS <br />:FOXY GROUT <br />FINISH ASPHALT ELEVATION <br />AT TOP EDGE OF THE <br />CRANE RAIL POCKET SHALL <br />MATCH THE TOP OF RAIL <br />ELEVATION, SEE NOTE 3 <br />GREASED LEVELING <br />BOLTS IN 3/4 10 <br />UNC HOLES <br />BACK OFF (1) FULL <br />TURN AFTER EPDXY <br />GROUT HAS SET <br />— CL WATERSIDE CRANE RAIL <br />CL LANDSIDE CRANE RAIL <br />TOLERANCE-5- <br />NOTES: <br />1. SOLE PLATES AND RAIL CLIP ASSEMBLIES SHALL BE HOT DIP GALVANIZED. <br />2. REPAIR DAMAGED GALVANIZING AT FIELD WELDS ACCORDING TO THE <br />SPECIFICATION. <br />3. CONTRACTOR SHALL CAREFULLY PLACE ASPHALT AT RAIL POCKET TO <br />ENSURE THE RAIL IS NOT HIGHER IN ELEVATION THAN THE ADJACENT <br />ASPHALT. <br />100'®079 <br />CRITICAL DIMENSION <br />TOLERANCE NOT TO EXCEED <br />1 /8" OR -097 <br />-IS12.1 SCALE: NTS <br />CL RAIL <br />1 /2" <br />TYP <br />n <br />r� <br />PAVEMENT AT <br />CRANE <br />RAIL <br />S 12.1 I S 12.1 SCALE: 3" = 1 ' ®-0" <br />TOP OF CONCRETE <br />FILL RAIL POCKET <br />WITH HMA AFTER <br />GROUTING <br />RAIL GROUT <br />IF SHEET IS LESS THAN 22x34 <br />