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EXTENTS OF FORMER <br />oM BUILDING/STRUCTURE FOUNDATION <br />(TIMBER PILES) <br />U <br />12 x12 <br />TEE, SEE W2 <br />AIR-VAC2 <br />� I <br />EX DECOMMISSIONED <br />WATER AS <br />PROFILE <br />FOR CONTINUATION <br />PER COE STD PLAN 512 <br />� <br />iw <br />NEEDED FOR NEW WATER <br />AIN. CUT EX W & <br />W2 STA <br />10+00 = W1 STA 14+99 <br />STA 16+21 <br />= <br />LDEMO <br />PLUG EACH END PER DETAIL <br />3, SHT D1.3. <br />FINISHED GRADE <br />w <br />N <br />3' MIN COVER, TYP <br />EX CONC SLAB, <br />m <br />w <br />3' MIN COVER, <br />TYP <br />12"X90• <br />SEE NOTE 1 <br />COMM AND POWER <br />w <br />w <br />EX GRADE <br />HORIZ BEND <br />12" GV <br />DUCTBANK, SEE ELEC <br />w <br />V) 1 <br />(n <br />WI <br />W <br />Z_ <br />Z_ <br />J <br />o0 00o <br />J <br />o0 000 <br />= <br />Q <br />CO) <br />4 <br />12$$X12$'X6$$ TEE FOR F <br />6 <br />Q <br />< IE=11.6'f <br />IE=1 <br />.8'f <br />ASSEMBLY PER COE S <br />D 507 <br />12$$ MIN CLEAR <br />1 <br />EX H-PILE, <br />XNOTOE 1 <br />STA 16+12 <br />SEE NOTE 1 <br />SEE <br />EX CONC W <br />ILL, <br />SEE NOTE 1 <br />W1 14+00 11111 15+00 WI 16+00 <br />1 AUGNMENT W1 — WATER PROFILE CONTINUE® <br />C5.1 C5.31 <br />EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />w (AUGER -CAST PILES) 3 <br />O <br />pm SN PUD DUCTBANK, w <br />I 1m <br />Q FINISHED GRADE SE ELEC <br />12"x12"x12" TEE, SEE W3 <br />w PROFILE FOR CONTINUATION3' MIN COVER, TYP w <br />A\ <br />V) W3 STA 10+00 = W1 STA 17+50 EX GRADE COMM AND POWER N <br />._. DUCTBANK, SEE ELEC .� <br />w <br />12$$ GV <br />w <br />Z <br />Z <br />J <br />=1 <br />0000 <br />00 <br />J <br />= <br />U <br />Irc <br />o000 00 <br />U <br />F— <br />Q <br />o000 0o <br />Q <br />12 MIN CLEAR <br />12" MIN CLEAR <br />EX SD, <br />IE=12.8'f <br />12$$X12$$X6$$ <br />EE FOR FH7 <br />ABANDON <br />IN -PLACE <br />12$$ SD PIPE, <br />IE=11.9'f <br />EX CSLAB, <br />IE=11.9'f IE=13.4't <br />ASSEMBLY PER <br />COE STD 507 <br />1 <br />IE=10.1 t <br />SEE NOTE 1 <br />NOT <br />STA 19+09 1.15.0$ <br />RIGHT) <br />0 <br />W1 17+00 111111 18+00 WI 19+00 <br />1 AUGNMENT W1 — WATER PROFILE CONTINUE® <br />C5.1 C5.31 <br />EXTENTS OF FORMER EXTENTS OF FORMER NON -BUILDING <br />BUILDING/STRUCTURE FOUNDATION <br />FOUNDATION (STEEL & TIMBER PILES) cV <br />(STEEL H-PILES) M <br />lui <br />U <br />�1 <br />w <br />12$$ SD PIPE, <br />IE=11.9f <br />12$$x1 <br />$$x12$' TEE, SEE W4 <br />1� <br />> <br />1 "CU AIR <br />-VAC PIPE 1"CU AIR -VAC <br />TAP, <br />PROFI <br />E FOR CONTINUATION <br />� n��r <br />FINISHED GRADE <br />3' MIN COVER, TYP <br />Ld <br />w <br />m <br />W4 S <br />A 10+00 = W1 STA ZVTTI? <br />N <br />Q <br />- STA 19+81 <br />20+64 <br />EX GRADE <br />w <br />12 GV <br />w <br />w <br />w <br />Ln <br />.. <br />- N <br />w <br />w <br />z <br />� IE=1 <br />.4'f <br />J <br />2 <br />0 <br />EX H-PILE (TYP), <br />1 <br />IN CL <br />=1 <br />'t <br />12$$X12$$X6$$ <br />EE FOR FH8 <br />Q <br />SEE NOTE 1 <br />EX 1' THI <br />K WOOD WALL, <br />ASSEMBLY PER <br />COE STD 507 Q <br />�I <br />I <br />IE=9.4' <br />SEE NOTE <br />1 <br />STA 22+09 <br />15.0' RIGHT) I� <br />I <br />W1 20+00 W1 21+00 W1 22+00 <br />GENERAL NOTES <br />_ <br />1 A E D G N oVi E N T W 1 WATER PROFILE CONTINUE <br />1. EXISTING FOUNDATION STRUCTURES SHOWN IN PROFILE ARE <br />APPROXIMATE AND SHOWN FOR REFERENCE ONLY. NOT ALL C5.1 C5.31 CALL 48HOURS <br />FOUNDATION STRUCTURES/DEBRIS ARE SHOWN. CONTRACTOR SHALL <br />CONFIRM EXISTING CONDITIONS PRIOR TO START OF WORK. IF BEFORE YOU DIG <br />CONDITIONS DIFFER FROM THOSE SHOWN IN PROFILE, THE <br />CONTRACTOR SHALL NOTIFY THE ENGINEER AND NOT BEGIN DIAL 811 <br />CONSTRUCTION UNTIL CHANGED CONDITIONS HAVE BEEN EVALUATED. 10' 0 10' 20' <br />VERT DATUM: NAVD 88 <br />2. EXISTING UTILITY LOCATIONS AND DEPTHS ARE SHOWN APPROXIMATE. I <br />CONTRACTOR SHALL POTHOLE PRIOR TO START OF WORK. 5' 1 5' CONV TO MLLW = NAVD88+2.03 <br />PROTECT -IN -PLACE ALL EXISTING UTILITIES SHOWN IN PROFILE, <br />"=10' HORZ DATUM: NAD 83/91 <br />UNLESS NOTED OTHERWISE. SCALE: 1 <br />IF SHEET IS LESS THAN 22X34 <br />RECORD DRAWING <br />REDUCE SCALE ACCORDINGLY <br />® <br />02/09/2022 <br />NN <br />MOVE SDMH6 & SDMH23 TO <br />RECORD CONDITIONS <br />PROJECT ENGINEER: <br />N. WATSON <br />SCALE: <br />1 " = 10' <br />PORT OF EVERETT <br />DWG. N0. <br />C5.31 <br />AVOID WOOD STAVE PIPE <br />PortOf <br />lq3ff <br />0 <br />12/08/2021 <br />NN <br />REVISED PER STORM DRAIN CHANCES <br />ILLUSTRATED IN THESE <br />DESIGNED BY: <br />DATE: <br />PLANS REFLECT <br />NORTON TERMINAL DEVELOPMENT <br />0 <br />12/08/2021 <br />NN <br />F0001 REQUEST TO MOVE WTR <br />J. BECKER <br />06/21/2021 <br />CIP NO. <br />LINE w4 <br />INFORMATION <br />& MTCA 3RD INTERIM ACTION <br />1-8-900-05 <br />DRAWN BY <br />CHECKED BY, <br />EVERETT <br />10/15/2021 <br />Nw <br />REVISED PER WATER UPGRADES TO <br />PROVIDED BY THE <br />1601 5th Avenue, Suite 1300 <br />SUPPORT WAREHOUSE AND STORM <br />DRAIN CHANCES <br />CONTRACTOR. RECORD <br />K. EDWARDS, D. YU <br />N. WATSON <br />WATER PROFILES <br />PROJECT <br />N0 MT-NT-2021 —02.2 <br />APPRovED BY: <br />P 0 Box 558 <br />Seattle, Washington 9206) <br />� <br />06/21/2021 <br />NN <br />ISSUED FOR BID <br />0 <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />CONDITIONS WERE NOT <br />EVERETT, WA 98206 <br />(425) 259-3I 64 <br />(206) Fax (206) 382-0500 <br />VERIFIED BY ENGINEER. <br />(SHEET 2 0 F 9 <br />CT NO. 1 <br />PROJECT NO. 1600120 <br />No. <br />DATE <br />BY <br />REVISION <br />No. <br />DATE <br />BY <br />REVISION <br />SHEET N0. 82 OF 150 <br />V <br />Z <br />U <br />LU <br />