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2 <br /> S2.1 S2.1 : <br /> EX REINF SHOWN <br /> APPROXIMATE <br /> r- - <br /> 1/2" CAP SIZED 1/2" SMALLER <br /> THAN PIPE DIAMETER <br /> I � - <br /> 0 <br /> • • • • EX TIMBER CHOCK AT � <br /> TOP OF WALL <br /> 8"x8" D-BORE ", t <br /> PROFILE FENDER x 1'-10" <br /> (MARITIME INTERNATIONAL J " <br /> MSD OR SIMILAR) W/(2) 7/8"e <br /> EPDXIED GALVANIZED THREADED RODS ' <br /> 2"0 ACCESS HOLES <br /> --- <br /> ------- IN FENDER TOP . <br /> 1"e HOLES FOR BOLTS F <br /> omT <br /> EX <br /> PILECAP NEW STEEL PIPE FENDER PILE. 4 3. <br /> BATTER TO MATCH ALIGNMENT <br /> F <br /> OF EX STEEL PILES <br /> EX <br /> SHEET PILING <br /> fi DETAIL <br /> S2.0 S2.1 SCALE: 1-1/2"=1'-0„ <br /> —� -- /A----- EX TIMBER CHOCK 3 PHOTO <br /> AT TOP OF WALL S2.0 S2.1 SCALE: NTS <br /> }"x4" BENT PLATE x st <br /> W/1"Bx8" GALVANIZED LAG <br /> BOLT E.S., CENTERED <br /> EX BULLRAIL --- <br /> I <br /> CL <br /> w <br /> w I I d <br /> I I <br /> W Y O <br /> W UO <br /> J W <br /> Of <br /> � <br /> EX PILE CAP <br /> cV <br /> ------------- <br /> M PLAN VIEW <br /> S2.1 S2.1 SCALE: 1-1/2"=l'—C)" <br /> NOTE: FULL SIZE IS 22" x 34" <br /> PROJECT ENGINEER: SCALE: DWG. NO. <br /> D R. RILEY AS SHOWN PORT OF EVERETT S2.1 <br /> I DESIGNED BY: DATED U N LA P BULKHEAD F <br /> Port of q J. HINGTGEN 7/27/2015 CIP No. <br /> TF1��1�nHl.11►.11 DRAWN BY: CHECKED BY: RENOVATION 1-O-O1S-01 Y <br /> L V ER i i sue . w� G. CAREY R. RILEY NO. MT-HT-2015-06 /Y/ <br /> 16015th Avenue Suite 1300 �,[� R PILE DETAIL S <br /> P.O. BOX 536 Lti" APPROVED BY: F E N D E C <br /> 7 27 15 XXX ISSUED FOR BID. v Y s � <br /> EVERETT WA 98206 Seattle,Washington 98101 � / / �oNAI.6N �w <br /> a259-3164 (206)382-0600 Fax(206)382-0500 SHEET NO. 16 -F 23 Y <br /> ( 25� NO. DATE BY REVISK)N N0. DATE BY REVISION <br />