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EXTENTS OF FORMER EXTENTS OF FORMER <br /> BUILDING/STRUCTURE FOUNDATION BUILDING/STRUCTURE FOUNDATION <br /> (STEEL H-PILES) (STEEL H-PILES) <br /> U <br /> wl HORZ LONG RADIUS BEND ORZ LONG RADIUS BEND 30 <br /> FINISHED GRADLd E <br /> N:362256.2 w <br /> N: 62252.8 N:362257.7 EX H-PILE (TYP), <br /> w E:1301537.9 E:1301614.0 E:1301618.5 EX GRADE SEE NOTE 1 E:1301625.3 E:130�6285 m <br /> w w <br /> z <br /> J7 <br /> J <br /> m S <br /> 12" WATER, PAD-MOUNTED SWITCH �--COMM AND POWER OM A POWER H <br /> 4 IE=11.9f DUC ANK, SEE ELEC 12 PIPE, UC ANK, SEE E a <br /> CABINET, SEE ELEC <br /> IE= t <br /> I <br /> 20+00 21+00 22+00 <br /> SNOHOMISH PUD DUCT BANK PROFILE (CONTINUED) <br /> E1.1 C8.2 <br /> EXTENTS OF FORMER <br /> EXTENTS OF FORMER NON-BUILDING BUILDING/STRUCTURE FOUNDATION <br /> FOUNDATION (STEEL & TIMBER PILES) (STEEL H-PILES) <br /> w I0 <br /> p FINISHED GRADE <br /> m TRENCH DRAIN w <br /> Q m <br /> w 1.75' EX GRADE w <br /> w w <br /> (n N <br /> z Z <br /> J J <br /> 42" CITY FM, REFER TO ELEC <br /> BY CITY, NIC DRAWINGS FOR EX H-PILE (TYP), <br /> DETAILS SEE NOTE 1 <br /> I <br /> 23+00 24+00 25+00 <br /> n SNOHOMISH PUD DUCT BANK PROFILE (CONTINUED) <br /> E1.1 C8.2 <br /> EXTENTS OF FORMER NON-BUILDING EXTENTS OF FORMER <br /> BUILDING/STRUCTURE FOUNDATION <br /> FOUNDATION (STEEL & TIMBER PILES) (STEEL H-PILES) <br /> M <br /> HORZ LONG RADIUS BEND Do <br /> 2" PAVEMENT I U <br /> m N:362746.4 FINISHED GRADE FINISHED GRADE <br /> N: <br /> Q 62753.3 w <br /> E:1301925.0 E 1301928.1 EX GRADE 2 <br /> w 1.75' In <br /> w <br /> N w <br /> wl 0' IN <br /> Z <br /> J 6" PH W1 TER, Z <br /> = IE=15.0 <br /> Q = <br /> COMM AND POWER J <br /> DUCTB K, SEE ELEC c7 <br /> EX -PILE (TYP), H <br /> SEE NOTE 1 I Q <br /> I I:m <br /> 26+00 27+00 28+00 <br /> GENERAL NOTES .(j:) SNOHOMISH PUD DUCT BANK PROFILE (CONTINUED) <br /> 1. EXISTING FOUNDATION STRUCTURES SHOWN IN PROFILE ARE E1.1 C8.2 <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. <br /> m ° s' s' LV <br /> m SCALE: 1"=10' IF SHEET IS LESS THAN 22x34 <br /> a< REDUCE SCALE ACCORDINGLY <br /> m <br /> 0 N PROJECT ENGINEER: SCALE: <br /> PORT OF EVERETT DWG. N0. QQ <br /> �9 CV�� <br /> N. WATSON 1" 10' <br /> �� pt TA'pgT� DESIGNED BY: DATE: <br /> Port Of NORTON TERMINAL DEVELOPMENT <br /> c e� y m J. BECKER 06/21/2021 cIP No. <br /> EVERETT - DRAWN BY CHECKED BY & MTCA 3RD INTERIM ACTION -8-900-05 V <br /> 16015th Avenue,Suite 1300 '� K. EDWARDS, D. YU N. WATSON PROUECT <br /> IN) P.O. BOX 538 Seattle,Washington 98101 06/21/2021 NW NEW SHEET APPROVED BY: <br /> SNOHOMISH PUD DUCT BANK NO. MT-NT-2021-02.2 <br /> ® �syYQx�q�,G" <br /> N EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 b C O <br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION PROFILE (SHEET 2 OF 3) SHEET NO. 97 OF 149 LL <br />