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.1 <br />5 <br />18.0— <br />EX CB, TYPE 2, 48" <br />RIM = 17.29' <br />PROTECT IN PLACE <br />7N <br />M --T— <br />AI, E <br />SD---- EX ACP <br />m <br />kv <br />w <br />SS SS SS _SS ss— SS —S,S— <br />w w- <br />w w <br />w W w <br />118.0 <br />Port <br />P.O. BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />A <br />12/08/17 <br />NW <br />ISSUED FOR BID AND PERMIT. <br />NO. <br />DATE <br />BY <br />REVISION <br />IMIMMIM <br />DRAIN <br />RW <br />EX BULKHEAD <br />El ED <br />-X-X---X--X-- <br />F-11 <br />LjI <br />—'ss— <br />a <br />C2.21C2.2 SCALE: 1 = 5' <br />51 0 51 10' <br />2 . 5$ 7.5' <br />SCALE: 1 "=5' <br />18.5 <br />PROJECT ENGINEER: <br />�� OB �ly`,A®�O <br />N. WATSON <br />DESIGNED BY: <br />J. BECKER <br />DRAWN BY: <br />4 <br />is <br />OXIL `�� <br />S. MILLETT <br />APPROVED BY: <br />-7 <br />REVISION <br />SCALE: <br />AS SHOWN <br />DATE: <br />12/08/2017 <br />CHECKED BY: <br />N. WATSON <br />0 <br />0 <br />(D <br />NOTES <br />O ELECTRICAL VAULTS, TYPICAL. REFER TO SHEETS E3.2 ' E3.3$ <br />AND E6.10 FOR ELECTRICAL VAULT DETAILS, SCHEDULE AND <br />LOCATION COORDINATES. <br />OZ REFER TO CONCRETE SPECIFICATIONS FOR TRENCH DRAIN <br />GROUT SPECIFICATIONS. <br />CD, CONTRACTOR SHALL FIELD MEASURE AND ESTABLISH EXISTING <br />PAVEMENT GRADES AND SLOPES PRIOR TO DEMOLITION. <br />PAVEMENT SHALL BE REPLACED FLUSH WITH SAWCUT EDGE <br />OF EXISTING PAVEMENT AND SHALL BE CONTRUCTED TO <br />MATCH ALL EXISTING GRADES AND SLOPES. <br />4O SEE SHEET D2.3 FOR PAVEMENT SAWCUT CONTROL POINTS. <br />O EXISTING MONITORING WELLS 14, 18 & 19 WILL BE <br />DECOMMISSIONED AND RELOCATED BY PORT PRIOR TO NTP. <br />LEGEND <br />................ WHARF ACP <br />(5 <br />UPLAND ACP <br />C2.2 C2.5 <br />CONCRETE CRANE RAIL OR SLAB <br /><I - <br />FINISH GRADE CONTOUR <br />PAVING LIMITS <br />GRADING CONTROL POINT <br />TRESTLE GRADING CONTROL POINTS <br />POINT <br />NORTHING <br />EASTI N G <br />ELEVATION <br />358744.02 <br />1298787.45 <br />18.00' <br />O358730.45 <br />1298789.02 <br />18.00 1 <br />3C� <br />358738.24 <br />1298795.29 <br />17.72± <br />358720.31 <br />1298809.25 <br />17.80' <br />358724.18 <br />1298812.50 <br />17.68'± <br />358720.94 <br />1298816.44 <br />17.80 <br />KEY PLAK <br />NTS <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />DIAL 811 <br />100� <br />20' 0 20' 40' <br />10, 30' <br />SCALE: 1 "=20' <br />VERT DATUM: MLLW = 0.0' <br />HORZ DATUM: NAD 83/91 <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY, <br />I . . <br />PORT OF EVERETTDWGN <br />S&IFTH TERMINAL WHARF & <br />ELECTRICAL UPGRADES—PHASF 2 <br />GRADING AND PAVING PLAN <br />(2 0 F 3) <br />c2.2 <br />CIP NO. <br />1-8-001-06 <br />PROJECT <br />NO, MT—ST-2017-1 1 <br />SHEET NO. 34 OF 176 <br />