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EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />(TIMBER PILES) <br />z <br />O <br />F <br />i <br />i <br />Inm <br />LA <br />w <br />WE <br />30 <br />20 <br />10 <br />12"x90', SEE W2 PROFIL FOR <br />CONTINUATION <br />W2 STA 13+C = W6 S A 10+00 <br />0 <br />W6 10+00 <br />EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />(TIMBER PILES) <br />IE=12.7'fJ <br />12" MIN CLEAR <br />SNOPUD DUCTBANK, <br />SEE ELEC <br />IE=11.7'f <br />w FINISHED GRADE <br />Q I r—EX GRADE <br />w <br />wl <br />UI- <br />w_ <br />ZI <br />J <br />2E <br />U <br />H <br />GENERAL NOTES <br />1. EXISTING FOUNDATION STRUCTURES SHOWN IN PROFILE ARE <br />APPROXIMATE AND SHOWN FOR REFERENCE ONLY. NOT ALL <br />FOUNDATION STRUCTURES/DEBRIS ARE SHOWN. CONTRACTOR SHALL <br />CONFIRM EXISTING CONDITIONS PRIOR TO START OF WORK. IF <br />CONDITIONS DIFFER FROM THOSE SHOWN IN PROFILE, THE <br />CONTRACTOR SHALL NOTIFY THE ENGINEER AND NOT BEGIN <br />CONSTRUCTION UNTIL CHANGED CONDITIONS HAVE BEEN EVALUATED. <br />2. EXISTING UTILITY LOCATIONS AND DEPTHS ARE SHOWN APPROXIMATE. <br />CONTRACTOR SHALL POTHOLE PRIOR TO START OF WORK. <br />PROTECT —IN —PLACE ALL EXISTING UTILITIES SHOWN IN PROFILE, <br />UNLESS NOTED OTHERWISE. <br />Port o, f <br />EVERETT <br />P 0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO.1600120 <br />W6 17+00 <br />W6 14+00 <br />W6 11+00 <br />FINISHED GRAD <br />3' MIN COVER, TYP <br />EX GRADE <br />ALIGNMENT W6 - WATER PROFILE <br />C5.1105.36 <br />FINISHED GRADE <br />EX GRADE <br />3' MIN COVER, TYP <br />ALIGNMENT W6 e WATER PROFILE <br />C5.1105.36 <br />3' MIN COVER, TYP COMM AND POWER <br />DUCTBANK, SEE ELEC <br />12" MIN CLEAR <br />12"X90' <br />HORIZ BEND <br />43LF-1 "CU AIR —VAC PIPE <br />TO AIR—VAC2, STA 12+51 <br />1 "C AIR —VAC TAP. <br />EX SDMH, TO <br />BE DEMOLISH <br />W6 12+00 <br />12"X12"X6" TEE FOR FH2 <br />ASSEMBLY PER COE STD 507 <br />12" SD PIPE, STA 12+42 (10.0' RIGHT) <br />IE=12.4'f AIR—VAC6 <br />Z E <br />PER COE STD PLAN 512 <br />STA 12+51 <br />=12.7'f <br />IE=12.0'f <br />IE=9.9' IE= .9't <br />18" MIN CLEAR <br />12" MIN CLEAR <br />W6 15+00 <br />CONTINUED <br />12"X90' <br />HORIZ BEND <br />8" SDFMPIPE <br />(FROM L FT STATION), <br />IE=13.3 <br />IE=1 1.7't <br />W6 18+00 <br />ALIGNMENT W6 e WATER PROFILE (CONTINUED <br />C5.1105.36 <br />® 107/05/20231 NW I RECORD DRAWING <br />03 <br />12/08/2021 <br />NW <br />REVISED PER STORM DRAIN CHANGES <br />A2 <br />12/08/2021 <br />NW <br />F0002 WATERMAIN AND GO UPDATES <br />0 <br />12/08/2021 <br />NW <br />F0001 REQUEST TO MOVE WTR <br />LINE W4 <br />/0 <br />06/21/2021 <br />NW <br />ISSUED FOR BID <br />N0. <br />DATE <br />BY <br />REVISION <br />N0. DATE BY <br />REVISION <br />1 "CU AIR —VAC JAP, <br />STA 12+58 <br />W6 13+00 <br />w <br />m <br />w <br />w <br />w <br />iZl <br />EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />(STEEL & TIMBER PILES) <br />PER F0002 — RELOC 12" <br />12"X12"X6" <br />EE FOR FH3 <br />GV FROM WEST END OF W4 <br />ASSEMBLY PER <br />COE STD 507 <br />I� <br />TO APPROX W6 STA 15+57 <br />STA 15+60 <br />10.0' RIGHT) <br />p <br />ON SOUTH SIDE OF FH3 <br />J <br />12"x <br />2"x12" TEE, SEE W4 <br />m <br />COMM AND POWER <br />PROFILE <br />FOR CONTINUATION <br />w <br />SEE lfff—� <br />W4 <br />TA 13+00 = W6 STA 15+65 <br />Iw <br />N <br />0 0 <br />Iw <br />Z_ <br />J <br />000o <br />12" CV <br />U <br />36" SD PIPE, <br />1 " MIN CLEAR <br />IE=7.2f <br />IE=10.3'±J <br />12" SD PIPE, <br />I E=12.8f <br />PROJECT ENGINEER: <br />SCALE: <br />RECORD CONDITIONS <br />N. WATSON <br />1 " = 1 0' <br />ILLUSTRATED IN THESE <br />PLANS REFLECT <br />DESIGNED BY: <br />J. BECKER <br />DATE, <br />06/21 /2021 <br />INFORMATION <br />PROVIDED BY THE <br />DRAWN BY <br />CHECKED BY: <br />K. EDWARDS, D. YU <br />N. WATSON <br />CONTRACTOR. RECORD <br />CONDITIONS WERE NOT <br />APPROVED BY: <br />VERIFIED BY ENGINEER. <br />12"X12"X6" TEE FOF FH4 <br />ASSEMBLY PER COE STD 507 <br />HT) <br />12" WATER SUB FOR FUTURE <br />//—WATERMAIN EXTENSION <br />T <br />20 <br />0 <br />W6 19+00 <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />WATER PROFILES <br />(SHEET 7 OF 9) <br />z <br />O <br />W6 16+00 <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />DIAL 811 , <br />VERT DATUM: NAVD 88 <br />CONV TO MLLW = NAVD88+2.03 <br />HORZ DATUM: NAD 83/91 <br />IF SHEET IS LESS THAN 2204 <br />REDUCE SCALE ACCORDINGLY <br />I DWG. No. C5.36 <br />CIP NO. <br />1-8-900-05 <br />PROJECT <br />NO, MT-NT-2021 -02.2 <br />SHEET NO. 87 OF 150 <br />0 <br />Z <br />