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30 <br />SEE W8 PROFILE FOR <br />AIR—VAC8 <br />13 <br />CONTINUATION <br />FINISHED <br />GRADE <br />PER COE STD PLA <br />512 <br />W8 11+62.00 = W9 10 <br />00.00 <br />STA 12+60 <br />12"X12"X6" TEE FOR FH17 <br />O <br />3' MIN COVER, TYP <br />12"X45' <br />12"X22.5 <br />ASSEMBLY <br />PER COE STD 507 <br />w <br />12"X22.5' <br />EX GRADE <br />HORIZ BEND <br />HORIZ BEND <br />STA <br />12+71.00 LT 20.00' <br />m <br />S 20 <br />w <br />z <br />VN <br />O <br />I <br />w <br />_ <br />z_ <br />w 10 <br />J <br />= <br />IE=13.3'f <br />IE=13.3'f <br />U <br />H <br />la <br />I <br />0 <br />W9 10+00 <br />W9 11+00 <br />11119 12+00 <br />W9 13+00 <br />9 <br />ALIGNMENT <br />W9 <br />e WATER PROPLE <br />I <br />C5.1 C5.38 <br />I <br />I� <br />Ld <br />FINISHED GRADE <br />12"X12"X6" <br />TEE FOR FH18 <br />O <br />m <br />3' <br />MIN COVER, TYP <br />ASSEMBLY <br />PER COE STD 5 <br />7 <br />COMM AND POWER <br />W <br />Q <br />STA 14+57.00 <br />LT 20.00' <br />12" GV <br />EX GRADE <br />DUCTBANK, SEE <br />ELEC <br />m <br />w <br />w <br />w <br />w <br />w <br />w <br />z <br />z <br />:3 <br />42" <br />CITY CS <br />0000 <br />00 <br />:3 <br />BY <br />CITY, NIC <br />IE=12.4'f <br />= <br />= <br />C) <br />12" CITY <br />FM, <br />12'$ MIN <br />CLEAR <br />STA 15+62.0 <br />F- <br />�I <br />I <br />BY CITY, <br />NIC <br />W9 14+00 <br />W9 15+00 <br />W9 16+00 <br />9 <br />ALIGNMENT <br />W9 <br />e WATER PROPLE <br />C5.1 C5.38 <br />I <br />30 <br />w <br />FINISHED GRADE <br />> <br />12$$X12$$X6$' TEE FOR FH19 <br />12"X <br />2$$X6$$ <br />TEE FOR FH20 <br />m <br />ASSEMBLY PER COE STD 50 <br />7 <br />3' MIN COVER, TYP <br />ASSEMBLY <br />PER COE STD 507 <br />12$$X11.25' <br />Q <br />STA 16+49.10 LT 20.00' <br />EX GRADE <br />STA <br />18+41.10 <br />LT 20.00' <br />HORIZ <br />BEND 12" GV <br />20 <br />w <br />w <br />N <br />— <br />z <br />— <br />O <br />LJ <br />Z <br />J <br />10 W <br />C) <br />CONNECTION T <br />Q <br />EX #$$ WATER MAINJ <br />0 <br />W9 17+00 <br />W9 18+00 <br />W9 19+00 <br />W9 19+35 <br />GENERAL NOTES <br />9 <br />ALIGNMENT <br />W9 <br />- WATER PROPLE <br />1. <br />EXISTING FOUNDATION STRUCTURES SHOWN IN PROFILE ARE <br />C5.1 C5.38 <br />APPROXIMATE AND SHOWN FOR REFERENCE ONLY. NOT ALL <br />CALL 48 HOUDDIG <br />FOUNDATION STRUCTURES/DEBRIS ARE SHOWN. CONTRACTOR SHALL <br />CONFIRM EXISTING CONDITIONS PRIOR TO START OF WORK. IF <br />BEFORE YOU <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 10' 20' <br />VERT DATUM: NAVD 88 <br />2. <br />EXISTING UTILITY LOCATIONS AND DEPTHS ARE SHOWN APPROXIMATE. <br />I <br />CONV TO MLLW = NAVD88+2.03 <br />CONTRACTOR SHALL POTHOLE PRIOR TO START OF WORK. <br />5' 1 5' <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 <br />4 <br />REDUCE SCALE ACCORDINGLY <br />RECORD CONDITIONS <br />PROJECT ENGINEER: <br />N. WATSON <br />SCALE: <br />1 " = 10' <br />PORT OF EVERETT <br />DWG. NO. <br />C5.38 <br />Port o, f <br />ILANSREFLECTATED IN THESE <br />PLANS REFLECT <br />DESIGNED BY : <br />oAre <br />NORTON TERMINAL DEVELOPMENT <br />J. <br />BECKER <br />06/21 /2021 <br />CIP NO. <br />EVERETT <br />INFORMATION <br />& MTCA 3RD INTERIM ACTION <br />1-8-900-05 <br />DRAWN BY <br />CHECKED BY <br />oT/o5/2023 <br />NW <br />RECORD DRAWING <br />PROVIDED BY THE <br />K. <br />EDWARDS, <br />D. YU <br />N. WATSON <br />PROJECT <br />P 0 Box 538 <br />Avenue, Suite 1 <br />0 <br />04/08/2022 <br />NW <br />MARITIME TENANT SITE DEVELOPMENT <br />CONTRACTOR. RECORD <br />WATER PROFILES <br />NO MT-NT-2021 -02.2 <br />1 <br />Seattle, Washington 98101 <br />Seat le, <br />(NEW SHEET, ADDED w9) <br />CONDITIONS WERE NOT <br />APPRovEo <br />eY: <br />EVERETT, WA 98206 <br />(425) 259-3 164 <br />(206) Fax (206) 382-0500 <br />VERIFIED BY ENGINEER. <br />(SHEET 9 OF 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. OF 1 50 <br />- <br />V <br />Z <br />U <br />LU <br />