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z <br />pp y <br />pL �d <br />�i <br />z <br />w <br />hYJ <br />eE2 <br />a� <br />LL- <br />LL <br />C) <br />C) <br />Q0 <br />CD <br />E <br />FOR CRANE RAIL DETAILS <br />AND ELEVATIONS SEE <br />S5.1 S12.1 <br />FOR CABLE SLOT DETAILS <br />AND ELEVATIONS SEE <br />STis.1 <br />TOP OF BULLRAIL <br />EL. 19.35' <br />EHW = 14.35' <br />WCB SOFFIT______ <br />5' ®10 99 <br />EL. 1 1 .60' <br />MHHW <br />= 11.10' <br />MHW — <br />10.21 0 <br />M LW <br />2 0 8 0' p `�\\ <br />M LLW <br />0.00' <br />E LW <br />-m 4-.1 1 ' 17 <br />EXISTING FENDER <br />SYSTEM TO REMAIN <br />CRANE BEAM ­` <br />PILE BEYOND 0 <br />A <br />12/08/17 <br />SK <br />ISSUED FOR I31D AND PERMIT. <br />NO. <br />DATE I <br />BY <br />REVISION <br />OL CRANE RAIL <br />�11�11 <br />WATERSIDE <br />CRANE SEAM <br />I <br />I� <br />I <br />I <br />I <br />I <br />it <br />NO. I DATE I BY <br />TRENCH DRAIN, SEE <br />STlS8.1 <br />F <br />WHOLE BENT # SECTION <br />��A � B E N T S 10 <br />`i4.1—S4.4 55.1 SCALE: 1/8" = 1'-0° <br />N0 T EJm <br />1. PILE SPACING VARIES, THERE IS NO <br />"C" ROW AND THE "B" AND "D" <br />ROWS ARE SHIFTED FOR BENTS 1-9, <br />SEE SHEETS S3.1 AND 53.2 FOR <br />PILE PLAN. <br />2. SEE C2.1—C2.3 FOR WHARF GRADING <br />3, OHW EL. 72.00' <br />ilmlemi <br />PROJECT ENGINEER: <br />A. BERGMAN <br />DESIGNED BY: <br />S. STORY <br />DRAWN BY: <br />T. LEMONS <br />APPROVED BY, <br />CL CRANE RAIL <br />r- 99 <br />21'®-7" <br />NOTE 2 <br />r; <br />j <br />� � <br />1 <br />4 <br />SCALE: <br />AS SHOWN <br />DATE: <br />12/08/2017 <br />CHECKED BY: <br />S. KUEBLER <br />EXISTING PILES, SEE <br />S3.1 -S3,2 FOR TYPE, <br />SIZE AND LOCATION <br />FOR CRANE RAIL DETAILS <br />AND ELEVATIONS SEE j <br />S5. 11 512.1 <br />�W <br />LANDSIDE <br />CRANE BEAM <br />® NOTE 2_ I <br />LCB SOFFIT <br />EL. 10.45' <br />EX BATTER PILE BEYOND <br />AT SELECT BENTS. SEE <br />PILE PLAN SHEETS S3.1 <br />AND S3.2 FOR LOCATIONS <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 />s�► <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE <br />ACCORDINGLY <br />PORT <br />OF EVERETT <br />DWG. N0. <br />S5ml <br />SOUTH <br />ELECTRICAL <br />_ I L WHARF & <br />UPGRADES -PHASE <br />2 <br />CIP NO. <br />1- <br />8-001-06 <br />WHARF <br />TYPICAL I <br />PROJECT <br />NO. MT— <br />T-2017®1 1 <br />1 OF ) <br />[SHEET NO. <br />69 OF 176 <br />