Laserfiche WebLink
EXTENTS OF FORMER EXTENTS OF FORMER <br /> BUILDING/STRUCTURE FOUNDATION BUILDING/STRUCTURE FOUNDATION <br /> (TIMBER PILES) (TIMBER PILES) <br /> 30 <br /> B I0 <br /> FINISHED GRADE <br /> TRENCH DRAIN C4.21 S1.3 W <br /> TRENCH DRAIN, TYP EX GRADE m <br /> 20 HIGH POINT W <br /> v RIM=16.02 W <br /> z <br /> IE=15.50 v7 <br /> — — — — — — — — — — -- Z <br /> on <br /> J <br /> W 10 <br /> COMM AND POWER CONCRETE I OOTING <br /> DUCTBANK, SEE ELEC RICAL <br /> I <br /> I <br /> 0 <br /> 0+00 1+00 2+00 3+00 <br /> TD- 1 TRENCH DRAIN PROFILE <br /> EXTENTS OF FORMER I <br /> 1 BUILDING/STRUCTURE FOUNDATION <br /> SDM13 (HOG FUEL PILES) <br /> RIM=16.02 <br /> I <br /> > RIM=16.02 IE=13.02 (8"'NJE) <br /> RIM=16.02 FINISHED GRADE IOJ <br /> m IE=14.50 (TD) IE=13.02 (8""S IE=14.50(TD) B PUD DUCTBANK, W <br /> Q TRENCH DRAIN, TYR IE=14.50 (8") IE=13.02 (12" IE=14.50(8') C4.21 S1.3 EX GRADE SEE ELECTRICAL m <br /> un <br /> O__ <br /> J I J <br /> U CONC ETE FOOTING <br /> I C4.21 C4.25 <br /> I <br /> 4+00 5+00 6+00 <br /> nTD— 1 TRENCH DRAIN PROFILE <br /> I EXTENTS OF FORMER <br /> NON-BUILDING FOUNDATION <br /> (STEEL & TIMBER PILES) <br /> 30 <br /> j I FINISHED GRADE <br /> O� B TRENCH DRAIN <br /> Q EX GRADE TRENCH DRAIN, TYP C4.21 S1.3 HIGH POINT <br /> ZF RIM 15.5 02 <br /> w IE=15.50 20 � <br /> w .� <br /> N Z <br /> O_ <br /> W ~ <br /> Z j <br /> J <br /> U CONCRETE FOOTING 10 w <br /> H <br /> a COMM AND POWER <br /> DUCTBANK, SEE ELECTRICAL <br /> I <br /> 0 <br /> 7+00 7+25 <br /> GENERAL NOTES <br /> 1. EXISTING FOUNDATION STRUCTURES SHOWN IN PROFILE ARE 1 T D— 1 TRENCH DRAIN PROFILE <br /> AND SHOWN FOR ONLY. NOT ALL CALL 48 HOURS <br /> FOUNDATIONESTRUCTURES/DEBRIS E ARE ESHOWN. CONTRACTOR SHALL Z BEFORE YOU DIG <br /> COKE RIM 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, I WA MAN ZZA HORZ DATUM: NAD 83/91 <br /> UNLESS NOTED OTHERWISE, <br /> 5' 15' W <br /> m SCALE: 1"=10' <br /> m <br /> LU <br /> 0 N PROJECT ENGINEER: SCALE: <br /> PORT OF EVERETT °W N° <br /> A� A. p9 C4.21 � <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 /> - �1cpff , DRAWN BY CHECKED BY & M T C A 3 R D INTERIM ACTION -8-900-OS <br /> U <br /> EVERETT <br /> 16015th Avenue,Suite 1300 svo>.a 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 P R 0 F I L E S NO. MT-NT-2021-02.2 <br /> o Seattle,Washington 98101 '• APPROVED BY: <br /> IN) EVERETT, WA 98206 ® 06/21/2021 NW ISSUED FOR BID -.+y�ax�g�.C. <br /> N (425) 259-3164 PROJECT NO.01600120206)382-0500 NO. DATE BY REVISION NO. DATE BY REVISION b (SHEET 1 0 F 4) SHEET NO. 62 OF 150 0 <br />