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EXTENTS OF FORMER <br />NON -BUILDING FOUNDATION <br />0 (STEEL & TIMBER PILES) <br />30 <br />20 <br />10 <br />TRENCH DRAIN <br />HIGH POINT <br />RIM=15.80 <br />IE=15.28 <br />EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />(STEEL H-PILES) <br />PUD DUCTBANK, <br />SEE ELECTRICAL <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 APPROXIMATE. <br />CONTRACTOR SHALL POTHOLE PRIOR TO START OF WORK. <br />PROTECT -IN -PLACE ALL EXISTING UTILITIES SHOWN IN PROFILE, <br />UNLESS NOTED OTHERWISE. <br />Port o, f <br />EVERETT <br />P 0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />30 <br />NT-CB-01 <br />RIM=15.97 <br />20 <br />IE=13.02 (8" N) <br />IE=13.02 (12" S) <br />B <br />FINISHED GRADE <br />EX GRADE <br />TRENCH <br />DRAIN, TYP <br />TRENCH DRAIN <br />HIGH POINT <br />RIM=16.02 <br />IE=15.50 <br />10 <br />1 <br />CONCRETE <br />FOOTING <br />2 <br />C4.22 C4. <br />5 <br />0 <br />0+00 <br />EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />(TIMBER PILES) <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO.1600120 <br />TRENCH I DRAIN, TYP <br />CONCRETE I FOOTING <br />COMM AND POWER B <br />DUCTBANK, ISEE ELECTRICAL <br />C4.22 S 1 <br />NT-TD-02 TRENCH DRAIN PROPOLP <br />FINISHED GRADE <br />r-EX GRADE <br />NT-TD-03 TRENCH DRAIN PROPOLP <br />TRENCH DRAIN, TYP <br />CONCRETE FOOTING <br />4+00 5+00 <br />NT-TD-03 TRENCH DRAIN PROPOLP <br />07/05/202J NW <br />0 09/27/2021 NW <br />/0 06/21/2021 NW <br />No. DATE BY <br />2+00 <br />FINISHED <br />EX GRADE <br />30 <br />20 <br />Z� <br />O <br />10 w <br />0 <br />1+50 <br />NT-SDMH-24 <br />RIM=15.74 <br />IE=12.74 (8" N, S) <br />IE-9.31 (12" E, 24" W) <br />I ♦ <br />I TO 1 <br />EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />(TIMBER PILES) <br />12" SD PIPE, <br />IE=11.8f <br />EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />(AUGER -CAST PILES) <br />3+00 <br />10 <br />IJ <br />w <br />m <br />�w <br />w <br />. (n <br />iw <br />Z <br />TRENCH DRAIN .0 <br />HIGH POINT I 1­_ <br />RIM=15.80 w <br />IE=15.28 w <br />2 <br />M <br />n <br />N <br />U <br />12" WATER, I Q <br />IE=6.4f <br />RECORD DRAWING <br />RECORD CONDITIONS <br />PROJECT ENGINEER <br />SCALE:"PORT <br />OF EVERETT <br />N. WATSONW1 <br />N. <br />1 = 10' <br />ILLUSTRATED IN THESE <br />PLANS REFLECT <br />DESIGNED BY <br />DATE_ <br />NORTON TERMINAL DEVELOPMENT <br />J. BECKER <br />06/21 /2021 <br />RECORD DRAWING <br />INFORMATION <br />& MTCA 3RD INTERIM ACTION <br />DRAWN BY <br />CHECKED BY: <br />REVISED PER RF1010 WHSE <br />PROVIDED BY THE <br />K. EDWARDs, D. Yu <br />N. WATSON <br />cvL YARD DRAINAGE <br />CONTRACTOR. RECORD <br />TRENCH DRAIN PROFILES <br />ISSUED FOR BID <br />CONDITIONS WERE NOT <br />VERIFIED BY ENGINEER. <br />APPROVED BY <br />(SHEET 2 OF 5) <br />REVISION <br />NO. <br />DATE <br />BY <br />REVISION <br />6+00 <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />DIAL 811 <br />VERT DATUM: <br />NAVD 88 <br />CONV TO MLLW <br />= NAVD88+2.03 <br />HORZ DATUM: <br />NAD 83/91 <br />Z <br />IF SHEET IS <br />LESS THAN 2204 <br />REDUCE SCALE ACCORDINGLY <br />DWG. NO. <br />C4.22 <br />nQ�/ <br />LL <br />0 <br />CIP No. <br />1-8-900-05 <br />O <br />PROJECT <br />V <br />NO. MT-NT-2021 <br />-02.2 <br />LU <br />SHEET NO. <br />63 OF 150 <br />w <br />