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EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />(PRE -CAST PILES) <br />EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />(SLAB -ON -GRADE) <br />NT-CB-19 <br />w I <br />TRENCH DRAIN <br />FINISHED GRADE <br />RIM=18.20 <br />> <br />HIGH POIN <br />A <br />IE=13.75 (8" S) <br />O <br />RIM=18.03 <br />C4. <br />TRENCHDRAIN, <br />TYP <br />IE=13.45 (12" E) <br />Q <br />IE=17.51 <br />EX GRADE <br />IE=13.45 (12" W) <br />w <br />w <br />wl <br />Z\_CONCRE__E <br />FOOTING <br />J <br />2 <br />U <br />12" <br />WATER, <br />IE=12.6f <br />Q <br />�I <br />I <br />I <br />I10+00 11+00 <br />30 <br />20 <br />0 <br />F <br />w 10 <br />NT-TD-05 TRENCH DRAIN PROFILE <br />EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />(STEEL H-PILES) <br />NT-SDMH-22 <br />RIM=1 9.50 <br />TRENCH DRAIN <br />IE=14.63 <br />12" W) <br />HIGH POINT <br />IE=14.63 <br />11$ NE) <br />RIM=19.45 <br />POWER <br />DUCTBANK, <br />COMM DUCTBANK, <br />IE=16.50 <br />8" S) <br />IE=18.93 <br />C4.24A <br />S1.3 <br />SEE EL <br />CTRICAL <br />SEE ELECTRICAL <br />O <br />ct� ct <br />ZED, <br />w w <br />12" WATER, <br />U U <br />IE=13.3f <br />GENERAL NOTES <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 />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO.1600120 <br />30 <br />2C <br />z <br />0 <br />F <br />w 1C <br />1+00 <br />crernN Irn <br />NT-TD-06 TRENCH DRAM PROFILE <br />NT—CB-15 <br />RIM=16.00 <br />IE=11.96 (8" E) <br />IE=11.62 (12" S) <br />TRENCH DRAIN, TYP <br />B <br />C4.24A S1.3 <br />FINISHED GRADE <br />EX GRADE <br />TRENCH DRAIN <br />HIGH POINT <br />RIM=15.85 <br />IE=15.33 <br />CONCRETE FOOTING <br />07/05/202J <br />NW <br />RECORD DRAWING <br />Z2 <br />04/08/2022 <br />NW <br />MARITIME TENANT SITE DEVELOPMENT <br />0 <br />01/18/2022 <br />NW <br />REVISED PER RF1044 <br />A0 <br />12/02/2021 <br />NW <br />2—INCH TO 9—INCH PVMT <br />N0. DATE BY <br />REVISION <br />1+00 <br />crernN Irn <br />NT-TD-07 TRENCH DRAM PROFILE <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 />20 <br />z <br />0 <br />F <br />10 w <br />0 <br />1+25 <br />PROJECT ENGINEER: <br />N. WATSON <br />SCALE: <br />1 " = 10' <br />DESIGNED BY: <br />DATE: <br />J. BECKER <br />06/21/2021 <br />DRAWN BY: <br />CHECKED BY: <br />K. EDWARDS, D. YU <br />N. WATSON <br />APPROVED BY <br />2+00 <br />10 <br />0 <br />12+00 <br />20 <br />0 <br />F <br />10 w <br />0 <br />2+50 <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />TRENCH DRAIN PROFILES <br />(SHEET 5 OF 5) <br />A <br />0 <br />F <br />W <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 22x34 <br />REDUCE SCALE ACCORDINGLY <br />DWG. NO.C4.24A <br />c1P No. <br />1-8-900-05 <br />PROJECT <br />NO. MT—NT-2021 —02.2 <br />SHEET NO. — OF — <br />0 <br />Z <br />