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0 <br />w <br />(0 <br />0 <br />w <br />z <br />w <br />2) <br />C) <br />V <br />k2 <br />q) <br />w <br />CD <br />CIA <br />(Z) <br />C-9 <br />w <br />0 <br />CL <br />z <br />w <br />11=_ <br />w <br />z <br />w <br />w <br />w <br />w <br />0 <br />a_ <br />NOTES: <br />1. PILE SPACING VARIES, THERE IS NO "C" <br />ROW AND THE "B" AND "D" ROWS ARE <br />SHIFTED FOR BENTS 1-9. SEE SHEETS <br />D1.1 THRU D1.4 FOR PLAN VIEW. <br />2, DEMO LIMITS OF ASPHALT AND BALLAST <br />SHOWN ON THIS SHEET ARE LIMITS <br />REQUIRED FOR DEMOLITION OF STRUCTURAL <br />ELEMENTS. SEE D2.1 AND D2.2 FOR FULL <br />PAVING DEMO LIMITS. <br />3. 0 H W EL. -- 12'— 0 " <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101- <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />,& 112/08/171 SK I ISSUED FOR DID AND PERMIT. <br />NO. I DATE I BY <br />REVISION <br />MA nr-1 It"NI IC' <br />F_ I %j <br />___ D. <br />1) AND <br />I.2 D .1 UD5_2 <br />/ARMOR ROCK TO <br />0 PILE CAPS AS <br />IOLITION, PILE <br />-PLACE <br />DCK AFTER PILE AND <br />TO RESTORE <br />,OTECTION AND <br />)VE EXCESS <br />DCK MATERIAL AS <br />)T REMOVE SEDIMENT <br />OR ROCK: <br />LEG END: <br />DEMOLISH AND REMOVE <br />EXISTING STRUCTURE AND <br />APPURTENANCES <br />EXISTING 24" OCTAGONAL <br />EXISTING <br />WHOLE BENT <br /># SECTION <br />CONCRETE HOLLOW PILE <br />N10-35 <br />A��TS <br />(BENTS <br />1-9 SIM) <br />EXISTING 18" OCTAGONAL <br />SOLID PILE <br />CONCRETE <br />D1.1—D1.3 D4.1 SCALE: 3/32" <br />= 1'-0" <br />0 EXISTING 12"0 WOOD OR <br />STEEL FENDER PILE <br />NO. I DATE I BY <br />REVISION <br />09 <br />PROJECT ENGINEER: <br />A. BERGMAN <br />DESIGNED BY: <br />S. STORY <br />DRAWN BY: <br />T. LEMONS <br />APPROVED <br />SCALE: rg <br />5 7 <br />AS SHOWN <br />EXISTING 24" OCTAGONAL <br />CONCRETE HOLLOW BATTER <br />PILE <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />DWG. NO. D4ml <br />CIP NO. <br />1-8-001-06 <br />PROJECT <br />NO. MT—ST-2017-1 1 <br />SHEET NO. 22 OF 176 <br />