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I EXTENTS OF FORMER NON-BUILDING EXTENTS OF FORMER <br /> BUILDING/STRUCTURE FOUNDATION <br /> M <br /> FOUNDATION (STEEL & TIMBER PILES) (STEEL H-PILES) <br /> V7 <br /> UI I <br /> wl FINISHED GRADE j3 <br /> 2" PAVEMENT 12"X12"X6" TEE FOR FH9 0 <br /> = 3' MIN COVER, TYR FINISHED GRADE ASSEMBLY PER COE STD 507 EX H-PILE FOUNDATION, IW <br /> 18" SO PIPE, <br /> N EX GRADE 3' MIN COVER, TYP SEE NOTE 1 m <br /> E=1O.7t STA 25+09 (15.0' RIGHT) <br /> w w <br /> w w <br /> w w <br /> z z <br /> J J <br /> S S <br /> F- IE=13.4'f IE=12.7'f <br /> Q 18" MIN CLEAR Q <br /> EX 1' THICK WO CD WALL, EX H-PILE FOUNDATION, <br /> IE=8.2't <br /> SEE NOTE 1 SEE NOTE 1 <br /> I I <br /> IW1 23+00 W1 24+00 W1 25+00 I <br /> n ALIGNMENT W1 - WATER PRORLE (CONTINUED) <br /> C5.1 C5.32 <br /> EXTENTS OF FORMER EXTENTS OF FORMER <br /> BUILDING/STRUCTURE FOUNDATION BUILDING/STRUCTURE FOUNDATION <br /> w <br /> (SLAB-ON-GRADE) (SLAB-ON-GRADE) <br /> ml 12"x12"02" TEE, SEE W5 30 <br /> COMM AND POWER AIR-VAC4 <br /> PER COE STD PLAN 512 PR FILE FOR CONTINUATION <br /> DUCTBANK, SEE ELEC <br /> 2" PAVEMENT W5 STA 10+00 = W1 STA 27+81 <br /> w STUB FOR FUTURE FINISHED GRADE STA 27+50 <br /> w 3' MIN COVER, TYP <br /> WATERMAIN EXTENSION <br /> 2" WATER SERVICE-L <br /> w 12" GV EX GRADE 20 <br /> z z <br /> _ - - 0 <br /> 2 <br /> U <br /> 10 12" MIN CLEAR w <br /> IE=12.7't IE=13.0'+ 12"X12"X 6" TEE FOR FH1O <br /> ASSEMBLY P R COE STD 507 <br /> STA 27+59 15.0' RIGHT) <br /> 0 <br /> W7 26+00 W1 27+00 WI 28+00 W1 29+00 <br /> ALIGNMENT W1 - WATER PRORLE (CONTINUED) <br /> C5.1 C5.32 12"X12"X6" TEE FOR <br /> FH1 ASSEMBLY PER <br /> COE STD 507 <br /> EXTENTS OF FORMER STA 12+90 (40.0' LEFT) <br /> BUILDING/STRUCTURE FOUNDATION <br /> 30 (TIMBER PILES) 30 <br /> COMM AND POWER <br /> FINISHED GRADE DUCTBANK, SEE ELEC <br /> SNOPUD DUCTBANK, <br /> 20 3' MIN COVER, TYP SEE ELEC EX GRADE EX CONC SLAB 20 <br /> 12 GV <br /> z <br /> 0 <br /> p -- - --- - <br /> a <br /> w <br /> w 10 10 <br /> 12"x12"x12" TEE, SEE W1 IE=11.6'f <br /> 12"X9O° HORIZ BEND, <br /> PROFILE FOR CONTINUATIO IE-8..�+ 7.4'f 18" MIN CLEAR � 18 SD PIPE, IE-12.O'fSEE W6 <br /> W1 STA 14+99 = W2 STA 10+00 IE- g g f 12" MIN CLEAR CONTINUATION <br /> PROFILE FOR <br /> 3" SSFM IN CDF IE=$-�+ 7.4't W6 STA 10+00 <br /> 0 ENCASEMENT, IE=13.8+ W2 STA 13+00 0 <br /> W2 10+00 W2 11+00 W2 12+00 W2 13+00 <br /> GENERAL NOTES n ALIGNMENT W2- WATER PROFILE <br /> 1. EXISTING <br /> APPROXIMATE ANDISHOWNUFORRREFEREEN E IONLY. NOT ALE FOUNDATION C5.1 C5.32 CALL 48 HOURS <br /> STRUCTURES/DEBRIS ARE SHOWN.CONTRACTOR SHALL CONFIRM BEFORE YOU DIG <br /> EXISTING TO START OF ORK. IF IONS <br /> FROM THOSE CONDITIONS <br /> SIHIOWN INRIOR PROFILE,THE CCONTRACTOR SHALL <br /> NOTIFY ITHER DIAL 811 <br /> ENGINEER AND NOT BEGIN CONSTRUCTION UNTIL CHANGED CONDITIONS <br /> `m 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, UNLESS HORZ DATUM: NAD 83/91 <br /> < NOTED OTHERWISE. <br /> 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 C5.32 � <br /> N. WATSON ill 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 /> :z 1cpffEVERETT DRAWN BY CHECKED BY & M T C A 3 R D INTERIM ACTION tU <br /> 16015th Avenue,Suite 1300 09/27/2021 NW REVISED PER RFIo1 O 2 WHSE g svoia e K. EDWARDS, D. YU N. WATSON PROJECT <br /> N P 0. BOX 538 Seattle,Washington 98101 GVL YARD DRAINAGE +p '��Ig�gg6� '� WATER P R 0 F I L E S v� �' APPROVED BY: N0. MT-NT-2021-02.2 <br /> EVERETT, WA 98206 ® 06/21/2021 NW ISSUED FOR BID -.+y2px�g�.C. <br /> N (425) 259-3I64 PROJECT NO.O16OO12O2O6)382-050O No. DATE BY REVISION No. DATE BY REVISION b (SHEET 3 OF 7) SHEET NO. 83 OF 150 0 <br />