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EXTENTS OF FORMER <br /> BUILDING/STRUCTURE FOUNDATION <br /> (TIMBER PILES) <br /> 30 <br /> 12"X12"X6" TEE FOR FH2 <br /> FINISHED GRADE 35LF-1"CU AIR-VAC PIPE ASSEMBLY PER COE STD 507 13 <br /> TO AIR-VAC2, STA 12+51 STA 12+42 (10.0' RIGHT) O <br /> 3' MIN COVER, TYR 12" SD PIPE, J <br /> AIR-VAC6 <br /> EX GRADE IE=12.8t m <br /> 20 1"CU AIR-VAC TAP, PER COE STD PLAN 512 <br /> STA 12+51 w <br /> Z IN <br /> O <br /> a w <br /> w Z <br /> J 10 \ J <br /> w `12"x90°, SEE W2 PROFILEFOR EX SDMH, TO IE 12.T+ _ <br /> BE DEMOLISHE IE=12.0'f Q <br /> CONTINUATION IF-10.3' IE-10.3't <br /> W2 STA 13+00 = W6 STA 10+00 L18�MIN CLEAR <br /> 0 <br /> W6 10+00 W6 11+00 W6 12+00 W6 13+00 <br /> ALIGNMENT W6 - WATER PROFILE <br /> C5.1 C5.36 <br /> EXTENTS OF FORMER EXTENTS OF FORMER <br /> BUILDING/STRUCTURE FOUNDATION BUILDING/STRUCTURE FOUNDATION <br /> (TIMBER PILES) (STEEL & TIMBER PILES) <br /> wl FOR <br /> FINISHED GRADE ASSEMBLY P RE COE ETD3507 I� <br /> O STA 15+60 10.0' RIGHT) <br /> Co SNOPUD DUCTBANK, 3' MIN COVER, TYP w <br /> Q EX GRADE COMM AND POWER 12"x12"x12" TEE, SEE W4 m <br /> SEE ELEC <br /> w BANK, SEE ELEC w <br /> NI W4 STA 13+00 = W6 STA 15+77 IN <br /> w w <br /> Z z <br /> .S J <br /> 2 2 <br /> U I E=12.7'+ <br /> 0 IE=11.7'+ 12" GVIU <br /> 12" MIN CLEAR <br /> Q <br /> 12" MIN CLEAR 36" SO PIPE, Ig <br /> " MIN CLEAR IE-7.2t <br /> 0 W6 14+00 W6 15+00 W6 16+00 <br /> ALIGNMENT W6 - WATER PROFILE (CONTINUED) <br /> C5.1 C5.36 <br /> 30 <br /> -4 12"X90° <br /> j FINISHED GRADE HORIZ BEND 8" SDFM PIPE <br /> O (FROM L FT STATION), <br /> m 3' MIN COVER, TYR COMM AND POWER 12"X90' <br /> Q EX GRADE DUCTBANK, SEE ELEC ASS <br /> HORIZ BEND IE=13.3 12 E X6 TEE FO FH4 <br /> EMBLY PER COE STD 507 <br /> w R 20 <br /> w <br /> 12" WATER STUB FOR FUTURE F <br /> w WATERMAIN EXTENSION <br /> z w <br /> _ >x IE=11.7't 10 w <br /> U <br /> I E=10.3't <br /> QI 12" MIN CLEAR 12" SD PIPE, <br /> I <br /> IE=12.8f 18" M N CLEAR <br /> 0 <br /> WB 17+00 W6 18+00 W6 19+00 <br /> GENERAL NOTES � ALIGNMENT W6 - WATER PROFILE (CONTINUED) <br /> C5.1 C5.36 <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 /> 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 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 LOW 00ZI Boom HORZ DATUM: NAD 83/91 <br /> UNLESS NOTED OTHERWISE, 3-1 <br /> 5' 15' W <br /> m SCALE: 1"=10' IF SHEET IS LESS THAN 22x34 <br /> a m REDUCE SCALE ACCORDINGLY 1 <br /> 0 LU <br /> N PROJECT ENGINEER: SCALE: <br /> m A. <br /> N. WATSON 1" 10' PORT OF EVERETT DWG. N0. C5.36 <br /> 0I of usej9>' <br /> '�4�' .�,S DESIGNED BY: DATE: _j <br /> Port Of ems. - NORTON TERMINAL DEVELOPMENT <br /> c e y m J. BECKER 06/21/2021 CIP NO. <br /> :z 1TffEVERETT DRAWN BY CHECKED BY -8-900-05 <br /> & MTCA 3RD INTERIM ACTION� C� <br /> 16015th Avenue,Suite 1300 10 06/21/2021 NW RENUMBERED FROM C5.16 TO C5.36 07014 0 K. EDWARDS, D. YU N. WATSON PROJECT <br /> IN) P.O. BOX 538 Seattle,Washington 98101 A 05/07/2021 NW FOR CITY REVIEW Q�ISTHa�`,2b� APPROVED BY: WATER PROFILES NO. MT-NT-2021-02.2 <br /> N EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500tOx�> b C O <br /> (425) 259-3164 PROJECT NO.1600120 No. DATE BY REVISION No. DATE BY REVISION (SHEET 7 0 f 7) SHEET NO. 87 OF 149 LL <br />