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ZE <br />0) <br />z <br />w <br />6 <br />z <br />0 <br />LL <br />U- <br />to <br />E <br />CL CRANE RAIL <br />5'-10' 1 _ 1 100'--0" <br />r`/-\ r) /'N li A h 1 i t'l A l l r-, t-T A l l e- <br />FOR CABLE SLOT DETAILS <br />AND ELEVATIONS SEE <br />19 <br />55.t3S .1 <br />TOP OF BULLRAIL <br />EL. 19.35' <br />EHW = 14.35' <br />MHHW = 11.10' <br />MHW = 10.21' <br />M LLW = 0.00' <br />ELW —4.1 1 ' <br />01 Sth Avenue, <br />Seattle, Washington 98101 <br />PROJECT NO. 1600120 <br />flyammum <br />slime A <br />EXISTING <br />FENDER SYSTEM <br />CRANE BEAM <br />PILE BEYOND <br />© <br />12/08/171 <br />SK <br />I ISSUED FOR BID AND PERMIT. <br />NO. <br />DATE I <br />BY <br />I REVISION <br />EXISTING PILES, SEE <br />53.1 -S3.2 FOR TYPE, <br />SIZE AND LOCATION <br />HALE BLhi +* `,ECTIt)hl f3LIiT= 28_5 INRU 34, <br />54.4155.3 SCALE: 1 /8" = 1'-0" <br />1. PILE <br />CAPS <br />AT HALF <br />BENT 'S ARE NEW PILE <br />CAPS <br />FROM BENT 0.5 <br />TO BENT 27.5. FROM <br />BENT <br />28.5 <br />TO BENT <br />34.5 THE PILE CAPS AT <br />HALF <br />BENT <br />#'S ARE <br />EXISTING. <br />2. SEE <br />C2.1 —C2.3 <br />FOR <br />WHARF GRADING <br />1 OHW ESL, = 12.00' <br />NO. 1 DATE I BY <br />REVISION <br />PROJECT ENGINEER: <br />A. BERGMAN <br />DESIGNED BY: <br />S. STORY <br />DRAWN BY: <br />T. LEMONS <br />APPROVED BY;_ <br />SCALE: <br />AS SHOWN <br />DATE: <br />12/08,/2017 <br />CHECKED BY: <br />S. KUEBLER <br />FOR CRANE RAIL DETAILS <br />AND ELEVATIONS SEE <br />55.:3ES 2.1 <br />LANDSIDE <br />CRANE BEAM <br />RELOCATE RIP--RAP/ARMOR ROCK TO <br />AREAS ADJACENT TO PILE CAPS AS <br />REQUIRED FOR DEMOLITION, PILE <br />INSTALLATION AND FORMING/PLACING <br />NEW PILE CAPS, REPLACE <br />RIP—RAP/ARMOR ROCK AFTER PILE AND <br />BEAM INSTALLATION TO RESTORE <br />EXISTING SLOPE PROTECTION AND <br />PERMANENTLY REMOVE EXCESS <br />RIP—RAP/ARMOR ROCK MATERIAL AS <br />NECESSARY. DO NOT REMOVE SEDIMENT <br />WITH RIP—RAP/ARMOR ROCK. <br />CIP NO. <br />1- 8-001-06 <br />PROJECT <br />NO. MTV--ST-2017---1 1 <br />SHEET NO. 71 OF 176 <br />