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30 <br /> PROPERTY LINE 10 <br /> EX FENCE I FINISHED GRADE <br /> HORZ LONG RADIUS BEND w <br /> m <br /> 20 EX GRADE w <br /> CONN TO EX PP, N:361400.8 I No"1404.7 w <br /> Z SEE ELEC E:1301495.3 I E:1301494.6 1.75' IN <br /> w <br /> a - -- --- - — —�z <br /> w 00' <br /> w 10 v <br /> CONCRETE PULLING/SPLICING 3" SSFM IN CD Q <br /> E WATER I VAU T, SEE ELEC ENCASEMENT, 12" SD PIPE, I� <br /> IE=11.2f IE=6.7t <br /> I <br /> 0 <br /> 9+75 10+00 11+00 12+00 <br /> SNOHOMISH PUD DUCT BANK PROFILE <br /> EXTENTS OF FORMER E1.1 C8.1 EXTENTS OF FORMER <br /> BUILDING/STRUCTURE FOUNDATION BUILDING/STRUCTURE FOUNDATION <br /> (TIMBER PILES) (TIMBER PILES) <br /> I I <br /> 3 <br /> 01 FINISHED GRADE I� <br /> m w <br /> Q EX GRADE m <br /> w w <br /> w w <br /> vl 1.75' � <br /> 1.00' <br /> 2 2 <br /> 12" WATER, E_ <br /> Q IE=10.5f Q <br /> mI I� <br /> I I <br /> I13+00 14+00 15+00 I <br /> n SNOHOMISH PUD DUCT BANK PROFILE (CONTINUED) <br /> E1.1 C8.1 <br /> EXTENTS OF FORMER <br /> BUILDING/STRUCTURE FOUNDATION B <br /> (AUGER-CAST PILES) <br /> N <br /> 00 <br /> >I Ic <br /> O FINISHED GRADE HORZ LONG RADIUS BEND <br /> CO r <br /> w <br /> Q N:362246.5 2 <br /> w EX GRADE E1301527.9 N <br /> w <br /> v7 I 1.75' w <br /> w <br /> w4 I <br /> Z <br /> F1.00'z <br /> U <br /> 12" SD PIPE, _ <br /> Q X H-PILE (TYP), U <br /> g IE=10.9f F <br /> I SEE NOTE 1 IQ <br /> I I� <br /> 16+00 17+00 18+00 19+00 <br /> GENERAL NOTES (T'� SNOHOMISH PUD DUCT BANK PROFILE (CONTINUED) <br /> 1. EXISTING FOUNDATION STRUCTURES SHOWN IN PROFILE ARE E1.1 C8.1 <br /> APPROXIMATE AND SHOWN FOR REFERENCE ONLY. NOT ALL CALL 48 HOURS <br /> FOUNDATION STRUCTURES/DEBRIS ARE SHOWN. CONTRACTOR SHALL BEFORE YOU DIG <br /> CONFRV RT OF WOR <br /> CONDITIONS X DIFFER ISTING CFROM THOSE ONDITIONS RSHOWN INIOR TO TAPROFILE,THE. IF DIAL 811 <br /> CONTRACTOR SHALL NOTIFY THE ENGINEER AND NOT BEGIN <br /> `m CONSTRUCTION UNTIL CHANGED CONDITIONS HAVE BEEN EVALUATED. <br /> om r� VERT DATUM: NAVD 88 <br /> 2. EXISTING UTILITY LOCATIONS AND DEPTHS ARE SHOWN APPROXIMATE. 10 0 10' 20' CONV TO MLLW = NAVD88t2.03 <br /> CONTRACTOR SHALL POTHOLE PRIOR TO START OF WORK. <br /> PROTECT-IN-PLACE ALL EXISTING UTILITIES SHOWN IN PROFILE, HORZ DATUM: NAD 83/91 <br /> UNLESS NOTED OTHERWISE, r/za <br /> s' s' LV <br /> m SCALE: 1"=10' IF SHEET IS LESS THAN 22x34 <br /> CL< REDUCE SCALE ACCORDINGLY <br /> m <br /> 0 LU <br /> N PROJECT ENGINEER: SCALE: <br /> PORT OF EVERETT DWG. N0. Q <br /> m r. A� A. �9 C 8.1 <br /> N. WATSON 1" 10' <br /> �� pt TA'pgY.�,T� DESIGNED BY: DATE: <br /> Port Of ems. - NORTON TERMINAL DEVELOPMENT <br /> c e y m J. BECKER 06/21/2021 CIP NO. <br /> :z 1TffEVERETT - DRAWN BY CHECKED BY & MTCA 3RD INTERIM ACTION -8-goo—os V <br /> 16015th Avenue,Suite 1300 K. EDWARDS, D. YU N. WATSON PROJECT <br /> N P.O. BOX 538 Seattle,Washington 98101 Q�, � ~ J S N 0 H 0 M I S H PUD DUCT BANK NO. MT-NT-2021-02.2 <br /> ® 06/21/2021 NW NEW SHEET �syYQx�q�,G" APPROVED BY: <br /> N EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 b O <br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION PROFILE (SHEET 1 OF 3) SHEET NO. 96 OF 1 49 LL <br />