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EXTENTS OF FORMER <br />EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />BUILDING/STRUCTURE FOUNDATION <br />(TIMBER PILES) <br />(TIMBER PILES) <br />30 <br />13 <br />B <br />OJ <br />FINISHED <br />GRADE <br />TRENCH DRAIN <br />C4.21 S1.3 <br />w <br />00 <br />HIGH POINT <br />TRENCH <br />DRAIN, <br />TYP <br />EX <br />GRADE <br />20 <br />w <br />w <br />RIM=16.02 <br />IE=15.50 <br />(n <br />Z <br />F <br />— — — <br />— — <br />w <br />z <br />w <br />10 <br />COMM AND POWER <br />CONCRETE <br />FOOTING <br />DUCTBANK, SEE ELECTRICAL <br />I <br />I <br />0 <br />0+00 <br />1+00 <br />2+00 <br />3+00 <br />1 NT-TD-01 <br />TRENCH DRAIN PROPDLP <br />EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />I <br />� <br />(HOG FUEL PILES) <br />NT—SDMH-03 <br />RIM=16.02 <br />w I <br />IE=13.02 <br />(8" N) <br />13 <br />� <br />RIM=16.02 <br />IE=13.02 <br />(8" S) <br />RIM=16.02 <br />B <br />FINISHED GRADE <br />OJ <br />m <br />IE=14.50 (TD) <br />IE=13.02 <br />(12" E) <br />IE=14.50 (TD) <br />PUD DUCTBANK, <br />m <br />Q <br />TRENCH <br />DRAIN, TYP IE=14.50 (811) <br />IE=14.50 (8") <br />C4.21 S1.3 <br />EX GRADE <br />SEE ELECTRICAL <br />w <br />LjJ I <br />.............. <br />,% <br />w <br />N <br />ZL <br />— <br />— — <br />— — <br />— — <br />O <br />— — <br />— <br />— — <br />— — — <br />— <br />— — <br />— — <br />— <br />Lij <br />z <br />I <br />Lij <br />I <br />T <br />z <br />J <br />T <br />I <br />J <br />2 <br />U <br />CONC <br />ETE FOOTING <br /><I <br />1 <br />� <br />I< <br />C4.21 C4.25 <br />4+00 <br />5+00 <br />6+00 <br />1 NT-TD-01 <br />TRENCH DRAIN PROPDLP <br />EXTENTS OF FORMER <br />I <br />NON —BUILDING FOUNDATION <br />(STEEL & TIMBER PILES) <br />30 <br />I <br />Ow <br />FINISHED GRADE <br />B TRENCH DRAIN <br />Q <br />EX GRADE <br />TRENCH DRAIN, TYP C4.21 S1.3 HIGH POINT <br />w <br />RIM=16.02 <br />20 <br />w <br />IE=15.50 <br />N <br />Z <br />— <br />O <br />W <br />Z <br />� <br />10 w <br />U <br />CONCRETE <br />FOOTING <br />Q <br />COMM AND POWER <br />�I <br />DUCTBANK, SEE ELECT ICAL <br />I <br />0 <br />7+00 <br />7+25 <br />GENERAL <br />NOTES <br />1 N T- T D- <br />01 <br />TRENCH DRAIN P R O P O L P <br />1. <br />EXISTING FOUNDATION STRUCTURES SHOWN IN PROFILE ARE <br />APPROXIMATE AND SHOWN FOR REFERENCE ONLY. NOT ALL <br />CALL 48 HOURS <br />FOUNDATION STRUCTURES/DEBRIS ARE SHOWN. CONTRACTOR SHALL <br />CONFIRM EXISTING CONDITIONS PRIOR TO START OF WORK. IF <br />BEFORE YOU DIG <br />CONDITIONS DIFFER FROM THOSE SHOWN IN PROFILE, THE <br />CONTRACTOR SHALL NOTIFY THE ENGINEER AND NOT BEGIN <br />DIAL 811 <br />CONSTRUCTION UNTIL CHANGED CONDITIONS HAVE BEEN EVALUATED. <br />10' 0 10' 20' <br />VERT DATUM: NAVD 88 <br />2. <br />EXISTING UTILITY LOCATIONS AND DEPTHS ARE SHOWN APPROXIMATE. <br />CONTRACTOR SHALL POTHOLE PRIOR TO START OF WORK. <br />5' 1 5' <br />CONV TO MLLW = NAVD88+2.03 <br />PROTECT —IN —PLACE ALL EXISTING UTILITIES SHOWN IN PROFILE, <br />HORZ DATUM: NAD 83/91 <br />UNLESS NOTED OTHERWISE. <br />SCALE: 1 =1 0 <br />RECORD DRAWING <br />IF SHEET IS LESS THAN 22X34 <br />REDUCE SCALE ACCORDINGLY <br />RECORD CONDITIONS <br />PROJECT ENGINEER:SCALE:PORT <br />N. WATSON <br />1 " = 10' <br />OF EVERETT <br />DWG. N0. C4■21 <br />Port o, f <br />IES <br />ILLUSTRATEDINTHESE <br />PLANS REFLECT <br />DESIGNED BY <br />DATE, <br />NORTON TERMINAL DEVELOPMENT <br />J. BECKER <br />06/21 /2021 <br />CIP NO. <br />EVERETT <br />0 <br />INFORMATION <br />& MTCA 3RD INTERIM ACTION <br />1—8-900-05 <br />DRAWN BY <br />CHECKED BY <br />07/05/2023 <br />Nw <br />RECORD <br />DRAWING <br />PROVIDED BY THE <br />P 0 BOX 538 <br />1601 5th Avenue, Suite 1300 <br />09/27/2021 <br />NW <br />REVISED <br />PER REI010 <br />CONTRACTOR. RECORD <br />K. EDWARDS, <br />D. YU <br />N. WATSON <br />TRENCH DRAIN PROFILES <br />PROJECT <br />NO MT-NT-2021-02.2 <br />Seattle, Washington 98101 <br />Do <br />os/ 1/ 0 1 <br />NW <br />ISSUED <br />FOR BID <br />CONDITIONS WERE NOT <br />APPRovEo BY: <br />EVERETT, WA 98206 <br />(425) 259-3I 64 <br />(206) Fax (206) 382-0500 <br />VERIFIED BY ENGINEER <br />(SHEET 1 0 F 5) <br />PROJECTCT NO. NO. 1 600120 <br />No. <br />DATE <br />BY <br />REvisioN <br />No. <br />DATE <br />BY <br />REvisioN <br />. <br />SHEET N0. 62 OF 150 <br />V <br />Z <br />U <br />LU <br />