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EXTENTS OF FORMER EXTENTS OF FORMER EXTENTS OF FORMER <br /> BUILDING/STRUCTURE FOUNDATION NON-BUILDING FOUNDATION BUILDING/STRUCTURE FOUNDATION <br /> M (STEEL H-PILES) (STEEL & TIMBER PILES) (STEEL H-PILES) <br /> N <br /> U B TRENCH DRAIN FINISHED GRADE 0 <br /> COMM DUCTBAN , TRENCH DRAIN, TYP C4.24 51.3 HIGH POINT <br /> PUD DUCTBANK, Iw <br /> RIM=18.03 EX GRADE SEE ELECTRICAL m <br /> w SEE ELECTRICAL IE=17.51 <br /> w <br /> N w <br /> to <br /> 1n 1 �w <br /> z <br /> w d CONCRETE FOOTING > ::i <br /> z S <br /> 12" SO PIPE, U <br /> H <br /> _ IE=14.3t w <br /> Qc� EX SILO WALL, EX SILO WALL, EX CONCRETE EX CONCRETE ci <br /> ' SEE NOTE 1 SEE NOTE 1 EDGE, SEE NOTE 1 EDGE, SEE NOTE 1 ' <br /> 4+00 5+00 6+00 <br /> TD-5 TRENCH DRAIN PROFILE <br /> I EXTENTS OF FORMER EXTENTS OF FORMER <br /> BUILDING/STRUCTURE FOUNDATION—1 BUILDING/STRUCTURE FOUNDATION <br /> 9 <br /> (STEEL H-PILES) SDMH1 (STEEL H-PILES) <br /> RIM=18.03 <br /> 30 <br /> ' TD N TRENCH DRAIN <br /> > FINISHED GRADE B IE=15.03(8"N) HIGH POINT <br /> RIM=18.03 <br /> m EX GRADE C4.24 S1.3 TRENCH DRAIN, TYP IE=15.03(8"S) IE=17.51 <br /> Q IE=11.60(18"W) <br /> / --w ♦ 20 <br /> w <br /> 0 <br /> J' ONCRETE FOOTING <br /> 2 10 w <br /> Q <br /> C4.24 C4.25 <br /> i <br /> 0 <br /> 7+00 6+00 <br /> TD-5 TRENCH DRAIN PROFILE <br /> GENERAL NOTES <br /> 1. EXISTING FOUNDATION STRUCTURES SHOWN IN PROFILE ARE CALL 48 HOURS <br /> APPROXIMATE AND SHOWN FOR REFERENCE ONLY. NOT ALL <br /> FOUNDATION STRUCTURES/DEBRIS ARE SHOWN. CONTRACTOR SHALL BEFORE YOU DIG <br /> COKE RV 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, HORZ DATUM: NAD 83/91 <br /> UNLESS NOTED OTHERWISE, <br /> 5' 15' W <br /> m SCALE: 1"=10' <br /> m <br /> 0 N PROJECT ENGINEER: SCALE: <br /> PORT OF EVERETT °W N° <br /> A� A. p9 C4.24 � <br /> N. WATSON 1" 10' <br /> of TA a <br /> '`;4�' .�,S DESIGNED BY: DATE: <br /> Port Of ems. - NORTON TERMINAL DEVELOPMENT <br /> c e� y m J. BECKER 06/21/2021 cIP No. � <br /> EVERETT1cpff - �, DRAWN BY CHECKED BY & M T C A 3 R D INTERIM ACTION -8-900-OS <br /> U <br /> 16016th Avenue,Suite 1300 svoia e K. EDWARDS, D. YU N. WATSON PROJECT <br /> ro P 0. BOX 538 0 09/27/2021 NW REVISED PER RFI010 "$o Q�I�gg6� a TRENCH DRAIN PROFILES NO. MT-NT-2021-02.2 <br /> o Seattle,Washington 98101 APPROVED BY: <br /> EVERETT, WA 98206 ® 06/21/2021 NW ISSUED FOR BID -.+y�ax�g�.C. <br /> N (425) 259-3164 PROJECT NO.01600120206)382-0600 No. DATE BY REVISION NO. DATE BY REVISION b (SHEET 4 OF 4) SHEET NO. 65 OF 150 0 <br />