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EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />ZOE <br />(TIMBER PILES) <br />NT-SDMH-10 <br />30 <br />RIM=18.03 <br />TRENCH DRAIN <br />p <br />B <br />IE=15.03 (8" <br />N) <br />I� <br />IE=15.03 (8" <br />S) <br />FINISHED <br />GRADE <br />O <br />HIGH POINT <br />RIM=18.03 <br />C4.23 S 1 <br />.3 <br />IE=12.10 12" <br />( <br />E ) <br />TRENCH DRAIN, TYP <br />POWER DUCTBANK, <br />w <br />IE=17.51 <br />IE=12.10 (12" <br />W) <br />GRADE <br />SEE ELECTRICAL <br />m <br />20 <br />w <br />-- - <br />-- <br />Z- <br />- <br />- <br />- <br />- <br />- - <br />- - - - - <br />- <br />O <br />1 <br />1 <br />6" FH WATER, y <br />a Idm <br />w <br />I z <br />CONCRETE FOOTING <br />IE=13.5f � <br />12" WATER, <br />_ <br />w <br />10 <br />I E=13.5f <br />U <br />`------------ <br />--0 <br />1 <br />w <br />Q <br />J <br />C4.23 C4.25 <br />0 <br />0+00 <br />1+00 <br />2+00 <br />3+00 <br />5 NT-TD-05 <br />TRENCH DRAIN PROPLE <br />EXTENTS <br />OF FORMER <br />EXTENTS OF FORMER <br />EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />NON -BUILDING FOUNDATION <br />BUILDING/STRUCTURE <br />FOUNDATION <br />(STEEL <br />H-PILES) <br />(STEEL & TIMBER PILES) <br />(STEEL H-PILES) <br />w <br />I <br />B <br />TRENCH DRAIN <br />FINISHED GRADE <br />ID <br />> <br />O <br />COMM DUCTBAN <br />TRENCH DRAIN, <br />TYP <br />C4.24 S1.3 <br />HIGH POINT <br />RIM=18.03 <br />EX <br />GRADE <br />PUD DUCTBANK, <br />J <br />w <br />00 <br />Q <br />SEE ELECTRICAL <br />IE=17.51 <br />SEE ELECTRICAL <br />11bi <br />w <br />w <br />Ln <br />Iw <br />Z <br />a <br />CONCRETE FOOTING <br />IL <br />J <br />J <br />_ <br />12" SD PIPE, <br />0 <br />IF- <br />w <br />IE=14.3f <br />Q <br />cJ� <br />EX SILO WALL, <br />EX <br />SILO WALL, <br />EX CONCRETE <br />EX CONCRETE <br />I� <br />SEE NOTE 1 <br />SEE <br />NOTE 1 <br />EDGE, SEE <br />NOTE 1 <br />EDGE, SEE NOTE <br />1 <br />4+00 <br />5+00 <br />6+00 <br />5 NT-TD-05 <br />TRENCH DRAIN PRORLE <br />EXTENTS OF FORMER <br />EXTENTS OF FORMER <br />I <br />BUILDING/STRUCTURE <br />FOUNDATION <br />BUILDING/STRUCTURE <br />FOUNDATION <br />(STEEL H-PILES) <br />NT-SDMH-19 <br />(STEEL H-PILES) <br />RIM=18.03 <br />IE=15.03 <br />(8" N) <br />La I <br />FINISHED GRADE <br />B <br />IE=15.03 <br />(8$' S) <br />cV <br />>O <br />IE=11.60 <br />(18'$ W) <br />m <br />C4.24 S1.3 <br />TRENCH DRAIN, TYP <br />Q <br />EX GRADE <br />-- <br />w <br />w <br />w <br />47 <br />fn <br />- <br />- <br />0 <br />Ld <br />Iw <br />wl <br />ONCRETE FOOTING <br />1 <br />0 <br />N <br />2 <br />w <br />0 <br />`--- <br />---------- <br />Z <br />Q <br />J <br />C4.24 C4.25 <br />EX 1' <br />THICK <br />WOOD WALL, <br />_ <br />SEE NOTE <br />1 <br />I <br />la <br />7+00 <br />8+00 <br />9+00 <br />GENERAL NOTES <br />5 NT-TD-05 <br />TRENCH DRAM PROFILE <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 />10' 0 10' 20' <br />DIAL 811 <br />CONSTRUCTION UNTIL CHANGED CONDITIONS HAVE BEEN EVALUATED. <br />VERT DATUM: NAVD 88 <br />2. <br />EXISTING UTILITY LOCATIONS AND DEPTHS ARE SHOWN APPROXIMATE. <br />5' 15' <br />CONV TO MLLW = NAVD88+2.03 <br />CONTRACTOR SHALL POTHOLE PRIOR TO START OF WORK. <br />PROTECT -IN -PLACE ALL EXISTING UTILITIES SHOWN IN PROFILE, <br />SCALE: 1 "=10' <br />HORZ DATUM: NAD 83/91 <br />UNLESS NOTED OTHERWISE. <br />RECORD DRAWING <br />IF SHEET IS LESS THAN <br />4 <br />REDUCE SCALE ACCORDINGLY <br />RECORD CONDITIONS <br />PROJECT ENGINEER:SCALE:PORT <br />N. WATSON <br />1 " = 1 0' <br />OF EVERETT <br />DWG. N0. C4■24 <br />Port o, f <br />ILANSREFLECTATED IN THESE <br />PLANS REFLECT <br />DESIGNED BY <br />°Are <br />NORTON TERMINAL DEVELOPMENT <br />RECORD DRAWING <br />INFORMATION <br />J. BECKER <br />06/07/2021 <br />CIP No. <br />EVERETT <br />07/05/2023 <br />NW <br />& MTCA 3RD INTERIM ACTION <br />1-8-900-05 <br />DRAWN BY: <br />CHECKED BY: <br />12/DD/2021 <br />NW <br />2-INCH TO <br />9-INCH PVMT <br />PROVIDED BY THE <br />P 0 BOX 538 <br />1601 5th Avenue, Suite 1300 <br />09/27/2021 <br />NW <br />REVISED PER <br />REI010 <br />CONTRACTOR. RECORD <br />K. EDWARDS, 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 FOR <br />BID <br />CONDITIONS WERE NOT <br />APPRovE° BY: <br />EVERETT, WA 98206 <br />(425) 259-3I 64 <br />(206) Fax (206) 382-0500 <br />VERIFIED BY ENGINEER <br />(SHEET 4 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. 65 OF 150 <br />V <br />Z <br />U <br />LU <br />