Laserfiche WebLink
EXTENTS OF FORMER <br /> NON-BUILDING FOUNDATION <br /> (STEEL & TIMBER PILES) <br /> N <br /> N <br /> RIM=15.80 1 <br /> U I p FINISHED GRADE TRENCH DRAIN <br /> NT <br /> w C4.23 S1.3 EX GRADE TRENCH DRAIN, TYP IE=12.80(8"N) RIM=GH 15.80 <br /> 2 IE=12.80 8"S IE=15.28 20 <br /> IE-10.40(18"E) <br /> -------- - ----♦ IE=10.40 24"W z <br /> wl O <br /> w - - <br /> 7=7 <br /> w 1 w <br /> 1 w <br /> CONCRETE FOOTING 1 , 10 <br /> x <br /> % <br /> �I <br /> `------------ <br /> ----- <br /> 4. 1 <br /> a <br /> �I <br /> 0 <br /> 7+00 8+00 9+00 <br /> TD-3 TRENCH DRAIN PROFILE <br /> EXTENTS OF FORMER <br /> BUILDING/STRUCTURE FOUNDATION <br /> (TIMBER PILES) <br /> 30 30 <br /> EB3 S MH 3 <br /> RIM=!1.90 14.84 <br /> IE=4338-TD 11.84(8"S) <br /> FINISHED GRADE 1. 10.53(18"W) <br /> TRENCH DRAIN <br /> F 20 HIGH POINT ( ) 20 <br /> v RIMH POINT <br /> TRENCH DRAIN, N IE=10.53 15 E <br /> EX GRADE <br /> IE=14.38 <br /> O -- -- O <br /> F - - - - - - _ - - _ ♦ F <br /> O 1 <br /> 10 - - - - - - - - - - -IE UNK CONCRETE FOOTING 1 10 <br /> P <br /> 18" SD OU FALL, -------�E=6.5t C4. <br /> 0 0 <br /> 0+00 1+00 2+00 2+75 <br /> TD-4 TRENCH DRAIN PROFILE <br /> EXTENTS OF FORMER <br /> BUILDING/STRUCTURE FOUNDATION Al <br /> (TIMBER PILES) SDMH10 <br /> 30 RIM=18.03 <br /> N <br /> EEO�3N) 1aTRENCH DRAIN S) FINI HED GRADE U <br /> HIGH POINT C4.23 51.3 E) POWER DUCTBANK, HIE=17..03 TRENCH DRAIN TYPSEE ELECTRICAL IE=17.51 W GRADE w <br /> LL 20 ------ <br /> -------- to <br /> z - -- - -- - - - - - -- - - - - - - - - - - - w <br /> a <br /> O I CONCRETE FOOTING 6" PH WATER, <br /> w 10 IE=13.5f 12" WATER, Z <br /> U <br /> C4.23 C4.25 I Q <br /> = 1� <br /> 0 <br /> 0+00 1+00 2+00 3+00 <br /> GENERAL NOTES 5 TD-5 TRENCH DRAIN PROFILE <br /> 1. EXISTING FOUNDATION STRUCTURES SHOWN IN PROFILE ARE CALL 48 HOURS <br /> APPROXIMATNCE ONLY. NOT ALL <br /> FOUNDATION ESTRUCTURES/DEBRIS AND SHOWN FOR EARE ESHOWN. CONTRACTOR SHALL Z BEFORE YOU DIG <br /> CONFRV 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 <br /> ~ APPROXIMATE. CONTRACTOR SHALL POTHOLE PRIOR TO START OF 10' 0 10' 20' CONV TO MLLW = NAVD88+2.03 <br /> n WORK. PROTECT-IN-PLACE ALL EXISTING UTILITIES SHOWN IN HORZ DATUM: NAD 83/91 <br /> �,O PROFILE, UNLESS NOTED OTHERWISE. 5 15 W <br /> m < SCALE: 1"=10' <br /> CL m <br /> 0 LU <br /> N PROJECT ENGINEER: SCALE: <br /> PORT OF EVERETT °W N° <br /> A� A. p9 C4.23 � <br /> N. WATSON 1" 10' <br /> of TA 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 /> 1cpff 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 RFIo1 O 2 WHSE svo a e K. EDWARDS, D. YU N. WATSON PROJECT <br /> N P 0. BOX 536 Seattle,Washington 98101 GVL YARD DRAINAGE , Q�s � a TRENCH DRAIN PROFILES <br /> v� �' APPROVED BY: NO. MT-NT-2021-02.2 <br /> EVERETT, WA 98206 ® 06/21/2021 NW ISSUED FOR BID -.+y2px�g�.C. <br /> N (425) 259-3164 PROJECT NO.01600120206)382-0500 No. DATE BY REVISION No. DATE BY REVISION b (SHEET 3 OF 4) SHEET NO. 64 OF 150 0 <br />