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EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />(AUGER -CAST PILES) <br />30 <br />12"X12"X6" TEE FOR FH11 <br />12"x12"x12" TEE, SEE <br />W1 <br />JISHED GRADE <br />ASSEMBLY PER COE STD 507 <br />I^ <br />PROFILE FOR CONTINUATION <br />3' MIN <br />OVER, TYP <br />STA 12+45 SEE PLAN <br />( ) <br />0 <br />W1 STA 17+50 = W <br />STA 10+00 <br />COMM AND <br />POWER <br />EX GRADE <br />DUCTBANK, <br />SEE ELE <br />TRENCH DRAIN <br />w <br />20 <br />m <br />� <br />12" GV <br />Iw <br />z <br />F <br />— <br />N <br />0000 00 <br />L 18" MIN CLEAR <br />w <br />z_ <br />w <br />10 <br />J <br />2 <br />12"X30' <br />12" MIN CLEAR <br />IE=13.5'f <br />HORIZ BEND <br />42" CITY FM, <br />U <br />BY CITY, NIC <br />EX CONC SLAB, <br />IQ <br />SEE NOTE 1 <br />I <br />0 <br />W3 10+00 <br />W3 11+00 <br />W3 12+00 <br />W3 13+00 <br />3 ALIGNMENT W3 - WATER PROPLE <br />I <br />C5.1 C5.33 <br />I <br />FINISHED <br />GRADE <br />1 "CU AIR <br />-VAC TAP, <br />30LF-1 "CU AIR -VAC PIPE <br />AIR -VACS <br />.. <br />STA 14+63 <br />TO AIR-VAC2, STA 15+10 <br />PER COE STD <br />PLAN 512 <br />13 <br />w <br />3' MIN COVER, TYP <br />12"X60' <br />EX CNOT SLAB, <br />SLOPE AT 0% OR UPHILL <br />STA 15+10 <br />12"X12"X6" TEE FOR FH12 <br />OJ <br />> <br />COMM AND P <br />WER <br />EX GRADE <br />HORIZ <br />BEND <br />SEE NOTE 1 <br />TO AIR -VAC VALVE <br />ASSEMBLY PER COE STD 507 <br />w <br />O <br />m <br />DUCTBANK, SE <br />ELEC <br />12" SD PIPE <br />STA 15+19 43.0' LEFT <br />m <br />Q <br />- <br />- <br />w <br />w <br />r7 <br />w <br />N <br />0000 <br />0000 00 <br />0000 00 <br />I w <br />w <br />12" MIN <br />LEAR <br />IE=15.5'f <br />IE= <br />5.5'f <br />IE=15.5'f <br />J <br />z <br />2 <br />IE=13.5'f <br />IE=13.0't <br />18" MIN <br />CLEAR <br />= <br />U <br />Q <br />Q I <br />12" MIN C <br />EAR <br />I� <br />COMM AND POWER <br />DUCTBANK, S17E <br />ELEC <br />0 <br />W3 14+00 <br />W3 15+00 <br />W3 16+00 <br />3 ALIGNMENT W3 e WATER PROFILE CONTINUE® <br />C5.1 C5.33 <br />EXTENTS OF FORMER <br />I <br />BUILDING/STRUCTURE FOUNDATION <br />(STEEL & TIMBER PILES) <br />M <br />.. <br />FINISHED GRADE <br />Ln <br />jl <br />3' MIN <br />COVER, TYP <br />12"X12' <br />6" TEE FOR FH13 <br />IU <br />O <br />ASSEMB <br />Y PER COE STD 507 <br />12"X90' <br />12"X90' <br />mQ <br />EX GRADE <br />STA 18 <br />19 (43.0' LEFT) <br />HORIZ BEND <br />HORIZ BEND <br />w <br />2 <br />N <br />w <br />— <br />_ <br />N <br />�.0 <br />w <br />w <br />wl <br />IN <br />z <br />NEW 12" V AT 18+17 <br />IE-15.5'f <br />w <br />z <br />U <br />J <br />EX CONC SLAB, <br />EX FOUNDATION FOOTING <br />= <br />Q <br />SEE NOTE 1 <br />EX FOUND <br />TION <br />(TYP), SEE NOTE 1 <br />U <br />FOOTING, <br />SEE NOTE 1 <br />Q <br />I <br />I� <br />W3 17+00 <br />W3 18+00 <br />W3 19+00 <br />3 ALIGNMENT W3 - WATER PROFILE CONTINUE® <br />GENERAL <br />NOTES <br />C5.1 C5.33 <br />1. <br />EXISTING FOUNDATION STRUCTURES SHOWN IN PROFILE ARE <br />APPROXIMATE AND SHOWN FOR REFERENCE ONLY. NOT ALL <br />CALL 48 HOURS <br />FOUNDATION STRUCTURES/DEBRIS ARE SHOWN. CONTRACTOR SHALL <br />CONFIRM EXISTING CONDITIONS PRIOR TO START OF WORK. IF <br />BEFORE YOU DIG <br />CONDITIONS DIFFER FROM THOSE SHOWN IN PROFILE, THE <br />CONTRACTOR SHALL NOTIFY THE ENGINEER AND NOT BEGIN <br />DIAL 811 <br />CONSTRUCTION UNTIL CHANGED CONDITIONS HAVE BEEN EVALUATED. <br />10' 0 1 0' 20' <br />VERT DATUM: NAVD 88 <br />2. <br />EXISTING UTILITY LOCATIONS AND DEPTHS ARE SHOWN APPROXIMATE. <br />CONTRACTOR SHALL POTHOLE PRIOR TO START OF WORK. <br />I <br />5' 1 5' <br />CONV TO MLLW = NAVD88+2.03 <br />PROTECT -IN -PLACE ALL EXISTING UTILITIES SHOWN IN PROFILE, <br />"=10' <br />HORZ DATUM: NAD 83/91 <br />UNLESS NOTED OTHERWISE. <br />SCALE: 1 <br />RECORD DRAWING <br />IF SHEET IS LESS THAN 4 <br />REDUCE SCALE ACCORDINGLY <br />RECORD CONDITIONS <br />PROJECT ENGINEER: <br />N. WATSON <br />SCALE: <br />1" = 1 0' <br />PORT OF EVERETT <br />DWG. NO. <br />C5.33 <br />Port o, f <br />ILANSREFLECTATED IN THESE <br />PLANS REFLECT <br />DESIGNED BY <br />DATE, <br />NORTON TERMINAL DEVELOPMENT <br />J. BECKER <br />06/21 /2021 <br />CIP NO. <br />EVERETT <br />° <br />INFORMATION <br />& MTCA 3RD INTERIM ACTION <br />1—8-900-05 <br />DRAWN BY <br />CHECKED BY <br />07/05/2023 <br />Nw <br />RECORD DRAWING <br />PROVIDED BY THE <br />1601 5th Avenue, Suite 1300 <br />12/08/2021 <br />NW <br />F0002 wATERMAIN AND cv UPDATES <br />CONTRACTOR. RECORD <br />K. EDWARDS, <br />D. YU <br />N. WATSON <br />WATER PROFILES <br />PROJECT <br />NO MT-NT-2021-02.2 <br />APPRovEo BY: <br />P 0 BOX 538 <br />Seattle, Washington 98101 <br />� <br />06/21/2021 <br />NW <br />ISSUED FOR BID <br />CONDITIONS WERE NOT <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />(206) Fax <br />VERIFIED BY ENGINEER <br />(SHEET 4 OF 9) <br />PROJECTCTNO.NO. 1 600120 <br />No. <br />DATE <br />BY <br />REVISION <br />No. <br />DATE <br />BY <br />REVISION <br />. <br />SHEET N0. 84 OF 150 <br />V <br />Z <br />U <br />LU <br />