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EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />(STEEL H—PILES) <br />30 <br />E 20 <br />z <br />0 <br />F <br />10 <br />0 <br />W7 10+00 <br />12"x12"x12" TEE, SEE <br />W1 <br />TRENCH DRAIN 3 <br />FINISHED GRADE <br />12"x12"x12" TEE, SEE W8 <br />PROFILE FOR CONTINUATION <br />PROFILE FOR CONTINUATIO <br />W1 25+49.00 = W7 <br />0+00.00 <br />3' MIN COVER, TYP <br />COMM AND POWER <br />W7 12+10.00 = W8 10+00.00 <br />W7 STA 12+11.5f <br />EX GRADE <br />DUCTBANK, SEE ELEC <br />12" BLIND FLANGE AND <br />12" GV <br />12" SO <br />PIPE, <br />CONC THRUST BLOCK <br />IE=10.8 <br />1011 <br />FOR FUTURE EXTENSION <br />° <br />IE=12.0'f <br />IE=11.9'f 12" MIN CLEAR <br />12" GV <br />IE=12.7'f <br />3" SSFM IN CDF <br />IE=8.3'f <br />18" MIN <br />CLEAR <br />ENCASEMENT, <br />IE=13.9f <br />:1 ►IIN ,121LOIN I w <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 />30 <br />E 20 <br />z <br />0 <br />F <br />nm <br />r � <br />n <br />0 <br />W8 10+00 <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />W7 11+00 <br />ALIGNMENT W7 - WATER PROFILE <br />C5.1 1 C5.37 <br />W7 12+00 <br />12'$x121$02" TEE, SEE <br />PROFILE FOR CONTIN <br />W7 12+10.00 = W8 <br />W7 <br />ATION <br />0+00.00 3' MIN COVER, <br />TYP <br />COMM AND POWER <br />DUCTBANK, SEE ELEC <br />FINISHED GRADE <br />12"X12'X6" <br />ASSEMBLY <br />EX GRADE STA 11 <br />TEE FOR FH16 <br />PER COE STD 507 <br />47.45 LT 8.45' <br />12" GV <br />12" GV <br />W8 STA 1 <br />12" BLIND <br />CONC TH <br />1 +62.00 <br />FLANGE AND <br />UST BLOCK FOR <br />I =13.3't <br />°° <br />FUTURE E <br />IE=13.3't <br />TENSION <br />°°°° <br />12" MIN CLEAR <br />ALIGNMENT W8 <br />C5.1 1 C5.37 <br />W8 11+00 <br />- WATER PROFILE <br />m <br />20 E <br />z <br />0 <br />F <br />�wn <br />0 <br />W8 12+00 <br />SCALE: 1 "=10' <br />RECORD DRAWING <br />RECORD CONDITIONS <br />PROJECT <br />" <br />OF EVERETT <br />N.WATSONENGINEER:SCALE:PORT <br />N. W1 <br />1 = 10' <br />ILLUSTRATED IN THESE <br />PLANS REFLECT <br />DESIGNED BY <br />DATE_ <br />NORTON TERMINAL DEVELOPMENT <br />J. BECKER <br />06/21 /2021 <br />INFORMATION <br />& MTCA 3RD INTERIM ACTION <br />DRAWN BY: <br />CHECKED BY: <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />PROVIDED BY THE <br />K. EDWARDS, D. YU <br />N. WATSON <br />�D <br />12/29/2021 <br />NW <br />2—INCH TO 9—INCH PVMT (NEW <br />CONTRACTOR. RECORD <br />WATER PROFILES <br />SHEET, ADDED WE & WS) <br />CONDITIONS WERE NOT <br />VERIFIED BY ENGINEER. <br />APPROVED BY <br />(SHEET 8 OF 9 ) <br />NO. <br />DATE <br />BY <br />REVISION <br />NO. <br />DATE <br />BY <br />REVISION <br />wic <br />20 E <br />z <br />0 <br />F <br />�Mn <br />0 <br />W7 13+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 />DWG. NO. C5.37 <br />CIP NO. <br />1-8-900-05 <br />PROJECT <br />NO, MT—NT-2021 —02.2 <br />SHEET NO. — OF <br />0 <br />Z <br />a <br />U <br />LU <br />