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Q� <br />�s <br />EX SD LIFT <br />STATION, <br />PROTECT IN PLACE <br />742 3 <br />X <br />EX ACP <br />EX LIGHT <br />POLE <br />t\ — <br />\11 <br />mz <br />NOTES <br />CD <br />ELECTRICAL VAULTS, TYPICAL. REFER TO SHEETS <br />E3.1 AND E6.10 FOR ELECTRICAL VAULT DETAILS, <br />SCHEDULE AND LOCATION COORDINATES. <br />O <br />CONTRACTOR SHALL ESTABLISH EXISTING PAVEMENT <br />GRADES AND SLOPES PRIOR TO DEMOLITION. <br />PAVEMENT SHALL BE REPLACED FLUSH WITH <br />SAWCUT EDGE OF EXISTING PAVEMENT AND SHALL <br />EX RAIL TRACK T-4 <br />BE CONTRUCSLOPESTED TO MATCH ALL EXISTING GRADES <br />AND <br />CD <br />SEE SHEET D2.3 FOR PAVEMENT SAWCUT CONTROL <br />POINTS. <br />C4D <br />EXISTING YELLOW PAINT STRIPE ON EACH SIDE OF <br />RAIL TRACK, REPLACE WHERE DISTURBED BY <br />TRENCHING AND PAVEMENT REMOVAL PER SHEET <br />C2.7. <br />OS <br />SEE SPECIFICATIONS AND SHEET G3.5 FOR WORK <br />RESTRICTIONS AND COORDINATION REQUIREMENTS <br />FOR WORK AT AND ADJACENT TO RAIL. <br />LEGEND <br />............ WHARF ACP <br />.................... <br />C 2.2 C 2.5 <br />�5 <br />UPLAND ACP ( <br />C2.3 C 2. <br />CONCRETE CRANE RAIL <br />(SEE STRUCTURAL SHEETS) <br />FINISH GRADE CONTOUR <br />PAVING LIMITS <br />30' 0 30' 60 <br />EY P -AN <br />NTS 15 45 <br />SCALE: 1 "=30' <br />CALL 48 HOURS VERT DATUM: MLLW 0.0' <br />/91 <br />20.5 <br />HORZ DATUM: NAD 83 <br />BEFORE YOU DIG <br />DIAL 811 IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />PROJECT ENGINEER: SCALE: DWG. NO. <br />A. N. WATSON AS SHOWN PORT O F EVE SETT c2m3 <br />(p DESIGNED BY: DATE: <br />0 <br />J. BECKER 12/08/2017 SOUTH TERMINAL WHARF & CIP NO. <br />DRAWN BY: CHECKED BY: ELECTRICAL UPGRADES -PHASE 2 1-8-001-06 <br />1601 Sth Avenue, Suite 1300 14 S. M I LLETT N. WATSON PROJECT <br />.0. BOX 538 Seattle, Washington 98101 A 12/08/17 NW ISSUED FOR BID AND PERMIT. APPROVED BY: GRADING AND PAVING PLAN NO. MT—ST-2017-1 1 <br />EVERETT, WA 98206 (206) 382-0600 Fax (206) 382-0500 1 1 t OnL 4;?;7e. <br />(425) 259-3164 PROJECT NO. 1600120 NO, DATE BY REVISION NO. DATE REVISION (3 OF 3) SHEET NO. 35 OF 176 <br />