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EXTENTS OF FORMER <br />NON -BUILDING FOUNDATION <br />(STEEL & TIMBER PILES) <br />NT—SDMH-14 <br />RIM=15.80 <br />IE=12.80 (8" N) <br />EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />(SLAB -ON -GRADE) <br />ITA <br />mh, <br />3m <br />FINISHED GRADE <br />EX GRADE <br />NT-TD-03 <br />TRENCH DRAIN, TYP <br />CONCRETE FOOTING <br />s+oo <br />TRENCH DRAIN PROPOLE <br />1 <br />� u � <br />IE=10.40 (18" E) <br />IE=10.40 (24" W) <br />9+00 <br />10 <br />J <br />w <br />m <br />w <br />w <br />.(n <br />^ I <br />TRENCH DRAIN <br />NT-CB-14 <br />w <br />> <br />HIGH POINT <br />FINISHED GRADE <br />O <br />RIM=15.80 <br />IE=13.06 (8" S) <br />m <br />IE=15.28 <br />COMM DUCT <br />ANK, POWER DUC <br />BANK, <br />IE=13.06 (12" W) <br />Q <br />EX GRADE <br />TRENCH DRAIN, <br />TYP SEE ELECTR <br />CAL SEE ELECTR <br />CAL <br />w <br />wl <br />N <br />w <br />z <br />3" SSFM <br />CONCRETE F <br />OTING <br />�I <br />a <br />w <br />30 <br />20 <br />z <br />O <br />F <br />w 10 <br />10+00 <br />�NT-TD-03 <br />11+00 <br />TRENCH DRAIN PROFILE <br />EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />(TIMBER PILES) <br />12+00 <br />�ifj <br />20 <br />z <br />O <br />F <br />10 w <br />0 <br />12+25 <br />NT-SDMH-23 <br />RIM=14.84 <br />IE=11.84 (8" S) <br />FINISHED GRADE <br />IE=10.53 (18" W) <br />TRENCH DRAIN <br />HIGH POINT <br />TRENCH DRAIN, TY <br />IE=10.53 15' E <br />( ) <br />RIM=14.90 <br />EX GRADE <br />IE=14.38 <br />-- ---♦ <br />----------- <br />— — <br />-- <br />— <br />1 <br />O <br />1 <br />IE UNK <br />1 <br />1 1 <br />CONCRETE FOOTING <br />18" SD OU <br />FFALL, <br />I <br />**�...... -�� <br />IE=6.5f <br />C4.23 .2 <br />C4 <br />1. EXISTING FOUNDATION STRUCTURES SHOWN IN PROFILE ARE <br />APPROXIMATE AND SHOWN FOR REFERENCE ONLY. NOT ALL <br />FOUNDATION STRUCTURES/DEBRIS ARE SHOWN. CONTRACTOR SHALL <br />CONFIRM EXISTING CONDITIONS PRIOR TO START OF WORK. IF <br />CONDITIONS DIFFER FROM THOSE SHOWN IN PROFILE, THE <br />CONTRACTOR SHALL NOTIFY THE ENGINEER AND NOT BEGIN <br />CONSTRUCTION UNTIL CHANGED CONDITIONS HAVE BEEN EVALUATED. <br />2. EXISTING UTILITY LOCATIONS AND DEPTHS ARE SHOWN <br />APPROXIMATE. CONTRACTOR SHALL POTHOLE PRIOR TO START OF <br />WORK. PROTECT -IN -PLACE ALL EXISTING UTILITIES SHOWN IN <br />PROFILE, UNLESS NOTED OTHERWISE. <br />Port o, f <br />EVERETT <br />P 0 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 />0 07/05/2023 NW <br />0 12/02/2021 NW <br />0 09/27/2021 NW <br />06/21/2021 NW <br />NO. DATE BY <br />RECORD DRAWING <br />2—INCH TO 9—INCH PVMT <br />REVISED PER RF1010 & WHSE <br />GVL YARD DRAINAGE <br />ISSUED FOR BID <br />REVISION <br />1+00 <br />NT-TD-04 TRENCH DRAIN PROPOLE <br />N0. DATE BY <br />REVISION <br />RECORD CONDITIONS <br />ILLUSTRATED IN THESE <br />PLANS REFLECT <br />INFORMATION <br />PROVIDED BY THE <br />CONTRACTOR. RECORD <br />CONDITIONS WERE NO - <br />VERIFIED BY ENGINEER. <br />PROJECT ENGINEER <br />N. WATSON <br />DESIGNED BY: <br />J. BECKER <br />DRAWN BY: <br />K. EDWARDS, D. YU <br />APPROVED BY <br />2+00 <br />SCALE: <br />1 " = 10' <br />DATE: <br />06/07/2021 <br />CHECKED BY: <br />N. WATSON <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />TRENCH DRAIN PROFILES <br />(SHEET 3 OF 5) <br />�] <br />20 <br />z <br />O <br />F <br />10 w <br />0 <br />2+75 <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />DIAL 811 <br />VERT DATUM: NAVD 88 <br />CONV TO MLLW = NAVD88+2.03 <br />HORZ DATUM: NAD 83/91 <br />IF SHEET IS LESS THAN 2204 <br />REDUCE SCALE ACCORDINGLY <br />DWG. NO.C4.23 <br />CIP N0. <br />1-8-900-05 <br />PROJECT <br />NO, MT-NT-2021 -02.2 <br />SHEET NO. 64 OF 150 <br />0 <br />Z <br />