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EXTENTS OF FORMER <br />BUILDING/STRUCTURE <br />FOUNDATION <br />(STEEL <br />H—PILES) <br />FINISHED GRADE <br />12'X12"X8" <br />TEE FOR FH14 <br />3' MIN COVER, TYP <br />COMM <br />DUCTB <br />AND POWER <br />NK, SEE ELEC <br />3 <br />EX GRADE <br />AS <br />EMBLY <br />PER COE STD 507 <br />STA <br />21+75 <br />(99.0' LEFT) <br />w <br />,. <br />M <br />M <br />m <br />�% <br />0000 00 <br />o000 0o <br />W <br />U <br />W <br />MiN <br />Ld <br />w <br />w <br />IE=15.0'f <br />IE=15.0'f <br />W <br />Z <br />J <br />Z <br />J <br />2 <br />v <br />U <br />EX FOUNDATION FOOTI <br />G <br />12" MIN CLEAR <br />� <br />(TYP), SEE NOTE 1 <br />W3 20+00 <br />W3 21+00 <br />W3 22+00 <br />3 <br />AUGN <br />ENT W3 e WATER <br />PROFILE <br />CONTMED <br />C5.1 C5.34 <br />30 <br />12%12"02" TEE, SEE W5 <br />PROFILE <br />FOR CONTIN ATION <br />W5 STA 14 09 = W3 STA <br />22+97 <br />12" <br />GV <br />w <br />20 <br />o <br />m <br />.. <br />a <br />o <br />N <br />F <br />Z <br />10 W <br />J <br />2 <br />U <br />H <br />Q <br />f <br />0 <br />W3 <br />23+00 <br />3 <br />AUGNMENT <br />W3 - WATER <br />PROFILE <br />CONTMED <br />C5.1 C5.34 <br />GENERAL NOTES <br />1. EXISTING FOUNDATION STRUCTURES SHOWN IN PROFILE ARE <br />APPROXIMATE. CONTRACTOR SHALL CONFIRM EXISTING CONDITIONS <br />CALL 48 HOURS <br />PRIOR TO START OF WORK. IF CONDITIONS DIFFER FROM THOSE <br />SHOWN IN PROFILE, THE CONTRACTOR SHALL NOTIFY THE ENGINEER <br />BEFORE YOU DIG <br />AND NOT BEGIN CONSTRUCTION UNTIL CHANGED CONDITIONS HAVE <br />BEEN EVALUATED. <br />DIAL 811 <br />10' <br />0 10' 20' <br />2. EXISTING UTILITY LOCATIONS AND DEPTHS ARE SHOWN APPROXIMATE. <br />VERT DATUM: NAVD 88 <br />CONTRACTOR SHALL POTHOLE PRIOR TO START OF WORK. <br />PROTECT —IN —PLACE ALL EXISTING UTILITIES SHOWN IN PROFILE, <br />I m <br />m <br />5' 1 5' <br />CONV TO MLLW = NAVD88+2.03 <br />UNLESS NOTED OTHERWISE. <br />„=10 , <br />HORZ DATUM: NAD 83/91 <br />SCALE: <br />1 <br />RECORD <br />DRAWING <br />IF SHEET IS LESS THAN 220 <br />4 <br />REDUCE SCALE ACCORDINGLY <br />RECORD CONDITIONS <br />PROJECT ENGINEER:SCALE:PORT <br />N. WATSON <br />1 " = 1 0' <br />OF <br />EVERETT <br />DWG. N0. C5.34 <br />Port o, f <br />ILANSREFLECTATED IN THESE <br />PLANS REFLECT <br />oEsicNEo BY <br />ogre <br />NORTON TERMINAL DEVELOPMENT <br />J. BECKER <br />06/21 /2021 <br />CIP No. <br />EVERETT <br />0 <br />INFORMATION <br />& MTCA 3RD <br />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 />P 0 BOX 538 <br />1601 5th Avenue, Suite 1300 <br />Eh <br />12/08/2021 <br />NW <br />F0002 wATERMAIN <br />AND cv <br />UPDATES <br />CONTRACTOR. RECORD <br />K. EDWARDS, D. YU <br />N. WATSON <br />WATER <br />PROFILES <br />PROJECT <br />No MT—NT-2021-02.2 <br />Seattle, Washington 98101 <br />� <br />06/21/2021 <br />NW <br />ISSUED FOR BID <br />CONDITIONS WERE NOT <br />APPRovEo BY: <br />EVERETT, WA 98206 <br />(425) 259-31 64 <br />(206) Fax (206) 382-0500 <br />VERIFIED BY ENGINEER <br />(SHEET 5 0 F 9 <br />PROJECTCT NO. NO. 1 600120 <br />No. <br />DATE <br />BY <br />REvisioN <br />No. <br />DATE <br />BY <br />REvisioN <br />. <br />SHEET N0. 85 OF 150 <br />V <br />Z <br />U <br />LU <br />