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A - <br />18 20' <br />11 <br />Q TRENCH DRAIN <br />GROUT FLOW LAVE <br />EL a 1 6.03° <br />nlil <br />, I "� � <br />1-7 m� <br />,n0 <br />1601 5th Avenue, Suite 130 <br />P.O. BOX 533 Seattle, Washington 98101 <br />EVERETT, WA 98206 (206) 382-0600 Fax (206) 382-0500 <br />® (25) 259-3164 PROJECT NO, 1600120 <br />m <br />A 12/08/17 NW I ISSUED FOR DID AND PERMIT. - <br />NO. DATE I BY I REVISION NO. I DATE BY <br />O <br />I <br />PROJECT ENGINEER. <br />No WATSON <br />DESIGNED BY: <br />Jo BECKER <br />DRAWN BY: <br />So MILLS IT <br />W <br />W <br />c� <br />w <br />L� <br />I <br />SCALE:. <br />AS SHOWN <br />DATE: <br />12,/08/2017 <br />CHECKED BY: <br />N. WATSON <br />NOTES <br />1 ELECTRICAL VAULTS, TYPICAL. REFER TO SHEETS E3.2, E3o3, <br />AND E0a 10 FOR ELECTRICAL VAULT DETAILS, SCHEDULE AND <br />LOCATION COORDINATES. <br />REFER TO CONCRETE SPECIFICATIONS FOR TRENCH DRAIN <br />GROUT SPECIFICATIONS. <br />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 />SEE SHEET D2o3 FOR PAVEMENT SAWCUT CONTROL POINTS. <br />EXISTING MONITORING WELLS 14, 1 10 WILL BE. <br />DECOMMISSIONED AND RELOCATED BY PORT PRIOR TO NTP. <br />C EXISTING BELOW GRADE TIMBER BULKHEAD, LOCATION <br />APPROXIMATE. TOP EL=12.3 ±. <br />i 2m5'x2m5'xO.5' CONC PAD FOR ELEC TRANSFORMER. SET TOP <br />OF SLAB 4"ABOVE FINISH GRADE. SEE ELEC DWCS FOR <br />DETAILS. CENTER OF SLAB AT: <br />N 35 053.2 <br />E 12000527.3 <br />WHEN CONSTRUCTION ACTIVITY ALLOWS, CONTRACTOR SHALL <br />RECONSTRUCT THE EXISTING SECURITY FENCE, OR REPLACE <br />IT IN —KIND, FROM ITS TEMPORARY LOCATION AS SHOWN ON <br />SHEET D2.1. THE SECURITY FENCE SHALL BE REINSTALLED IN <br />ITS ORIGINAL LOCATION AND EACH END SHALL RE SECURELY <br />RECONNECTED TO THE EXISTING FENCE. ANY FENCE <br />COMPONENTS THAT ARE NOT SUITABLE FOR REUSE ► iALL BE <br />REPLACED WITH NEW AND SHALL BE INSTALLED BY THE <br />CONTRACTOR AS PART OF THE WORK, FENCE WORK SHALL <br />CONFORM TO THE REQUIREMENTS OF THE WSDOT STANDARD <br />PLANS AND SPECIFICATIONS. CONTRACTOR SHALL COORDINATE <br />ALL SECURITY FENCE WORK WITH PORT SECURITY. <br />LEGEND- 4 6 <br />WHARF ACP TIC <br />C2,1 C2o5 <br />(i5:) <br />UPLAND ,MCP <br />C2.1 C2a5 <br />CONCRETE CRANE RAIL OR SLAB <br />FINISH GRADE CONTOUR <br />PAVING LIMITS <br />. , a . RIDGELIKE, EL:!-- 1 8, I0' <br />NTH <br />m <br />1--8-001-06 <br />PROJECT <br />NO. MT—ST-2017-11 <br />SHEET NO. 3,3 OF 17`6 <br />