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EXTENTS OF FORMER <br /> NON-BUILDING FOUNDATION <br /> 1 (STEEL & TIMBER PILES) <br /> 30 30 <br /> CB1 <br /> RIM-16,92 15.97 <br /> E-14.50 TD FINISHED GRADE TRENCH DRAIN <br /> IE=13.02(8"N) <br /> IE=13.02(12"S) B EX GRADE TRENCH DRAIN, TYP HIGH POINT <br /> 20 RIM=16.02 20 F <br /> IE=15.50 <br /> z z <br /> 0 / — — — — — — — — — 0 <br /> a 1 a <br /> w 1 w <br /> w ;10 CONCRETE FOOTING 10 w <br /> _ 2 <br /> C4.22 C4. 5 <br /> 0 1 0 <br /> 0+00 1+00 1+50 <br /> n TD-2 TRENCH DRAIN PROFILE <br /> EXTENTS OF FORMER EXTENTS OF FORMER <br /> BUILDING/STRUCTURE FOUNDATION BUILDING/STRUCTURE FOUNDATION <br /> (TIMBER PILES) (AUGER-CAST PILES) <br /> 30 <br /> 0B2 SDMH24 1 <br /> RIM=45:60 15.74 <br /> FINISHED GRADE R-''.28 ED J <br /> TRENCH DRAIN B IE=12.74(8"N,S) m <br /> HIGH POINT TRENCH DRAIN, TYR EX GRADE IE=90.80 9.31 (12"E, 24" <br /> 20 RIM=15.80 w <br /> ������� w <br /> Z IE=15.28 <br /> 0 — — <br /> w 1 0 1 z <br /> w 10 U <br /> CONCRETE FOOTING <br /> a <br /> 1 1� <br /> C1 Tca.25 <br /> 0 <br /> 0+00 1+00 2+00 3+00 <br /> TD-3 TRENCH DRAIN PROFILE <br /> EXTENTS OF FORMER EXTENTS OF FORMER <br /> BUILDING/STRUCTURE FOUNDATION BUILDING/STRUCTURE FOUNDATION <br /> (STEEL H-PILES) (TIMBER PILES) <br /> M <br /> N <br /> W I <br /> IU <br /> FINISHED GRADE TRENCH DRAIN <br /> U PUB DUCTBANK, HIGH POINT <br /> m COMM AND POWER RI <br /> w 4 SEE ELECTRICAL DUCTBANK, SEE ELECTRICAL TRENCH DRAIN, TYP EX GRADE IE=15.28 <br /> w 0 <br /> vwi I I w <br /> w <br /> w <br /> z Ilk 3 <br /> J w <br /> Z <br /> U CONCRETE FOOTING 12" SD PIPE, <br /> J <br /> a IE=11.B+ <br /> 1 m m 12" WATER, 10 <br /> A � IE=6.4+ <br /> 4+00 5+00 6+00 <br /> GENERAL NOTES 3 T D-3 TRENCH DRAIN PROFILE If 1. EXISTING FOUNDATION STRUCTURES SHOWN IN PROFILE ARE CALL 48 HOURS <br /> APPROXIMATE AND SHOWN FOR REFERENCE FOUNDATIONSTRUCTUR STRUCTURES/DEBRIS BRIS ARE SHOWN. CONTRACTOR SHALL Z BEFORE YOU DIG <br /> CONFRM RT OF WOR <br /> CONDITIONS X DIFFER ISTING CFROM THOSE ONDITIONS RSHOWN INIOR TO TAPROFILE,THE. IF DIAL 811 <br /> CONTRACTOR SHALL NOTIFY THE ENGINEER AND NOT BEGIN <br /> `m CONSTRUCTION UNTIL CHANGED CONDITIONS HAVE BEEN EVALUATED. <br /> om r� VERT DATUM: NAVD 88 <br /> 2. EXISTING UTILITY LOCATIONS AND DEPTHS ARE SHOWN APPROXIMATE. 10 0 10' 20' CONV TO MLLW = NAVD88t2.03 <br /> CONTRACTOR SHALL POTHOLE PRIOR TO START OF WORK. <br /> PROTECT-IN-PLACE ALL EXISTING UTILITIES SHOWN IN PROFILE, ZZA Boom HORZ DATUM: NAD 83/91 <br /> UNLESS NOTED OTHERWISE, <br /> 5' 15' W <br /> m SCALE: 1"=10' <br /> m <br /> 0 LU <br /> N PROJECT ENGINEER: SCALE: <br /> PORT OF EVERETT °W N° /� /�/� <br /> m A� A. p9 C4.22 <br /> N. WATSON 1" 10' <br /> of lAyg7 a � <br /> '�4�' .�,S DESIGNED BY: DATE: <br /> Port Of ems. - NORTON TERMINAL DEVELOPMENT <br /> e y m J. BECKER 06/21/2021 CIP No. <br /> � — 1-8-900—OS <br /> I<Pff DRAWN BY CHECKED BY & M T C A 3 R D INTERIM ACTION tU <br /> EVERETT <br /> 16015th Avenue,Suite 1300 09/27/2021 NW REVISED PER RFIo10 & WHSE svoia e K. EDWARDS, D. YU N. WATSON PROJECT <br /> IN) <br /> P 0. BOX 536 Seattle,Washington 98101 GVL YARD DRAINAGE NO. MT—NT-2021—0 <br /> , Q�s � a TRENCH DRAIN PROFILES O F I L E S 2.2 <br /> v� �' <br /> EVERETT, WA 98206 ® 06/21/2021 NW ISSUED FOR BID -.+y2px�g�.C. APPROVED BY: <br /> N (425) 259-3I64 PROJECT NO.01600120206)382-0500 No. DATE BY REVISION No. DATE BY REVISION b (SHEET 2 OF 4) SHEET NO. 63 OF 150 0 <br />