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CL CRANE RAIL <br />m- <br />(n <br />z <br />0 <br />U) <br />L6 <br />z <br />w <br />ILI- <br />C:) <br />01 <br />C9 <br />cc <br />co <br />T- <br />C) <br />66 <br />w <br />--j <br />z <br />m <br />z <br />E2 <br />UL <br />0� <br />LU <br />LU <br />0 <br />0- <br />F <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />AQ <br />12/08/171 <br />SK <br />I ISSUED FOR BID AND PERMIT. <br />NO. <br />DATE I <br />BY <br />REVISION <br />['IL-yy I IL-L-j, .)L-L- <br />S3.1-S3.2 FOR TYPE, <br />SIZE AND LOCATION <br />HALF BENT # SECTION <br />S4.1—S4.31S5.2 SCALE: 1/8" == 1'-0- <br />1. PILE CAPS AT HALF BENT #S ARE NEW PILE <br />CAPS FROM BENT 0.5 TO BENT 27.5. FROM <br />BENT 28.5 TO BENT 34.5 THE PILE CAPS AT <br />HALF BENT #'S ARE EXISTING. <br />2. SLOPE SOFFIT OF NEW PILE CAP TO MATCH <br />SLOPE OF EXISTING DECK PANELS. <br />3. SEE C2.1-C2.3 FOR WHARF GRADING <br />4. OHW EL. = 12.00' <br />NO. I DATE I BY <br />10=11=1 <br />R F KI T-5 THRH 97 F) <br />PROJECT ENGINEER: <br />A. BERGMAN <br />DESIGNED BY: <br />S. STO RY <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 />-1 2 r- " <br />Ml `,V, <br />]"I N <br />-Al LS <br />5�. 2 f S,SS 12. 1 <br />OR ROCK TO <br />-E CAPS AS <br />ON, PILE <br />ING/PLACING <br />`E <br />AFTER PILE AND <br />RESTORE <br />710N AND <br />-XCESS <br />MATERIAL AS <br />'MOVE SEDIMENT <br />'\OCK. <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />DWG. NO. S5m2 <br />1-8-001-06 <br />PROJECT <br />NO. MT— ST-2017-11 <br />SHEET NO. 7() OF 176 <br />