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EXTENTS OF FORMER EXTENTS OF FORMER <br /> N BUILDING/STRUCTURE FOUNDATION BUILDING/STRUCTURE FOUNDATION <br /> 06 (PRE-CAST PILES) (SLAB-ON-GRADE) <br /> U <br /> w 2" PAVEMENT HORZ LONG RADIUS BEND 'Jw <br /> w CONCRETE PULLING/SPLICING FINISHED GRADE <br /> = VAULT, SEE ELEC m N 8" FH WATER, N:363210.9 N:363220.6 <br /> w IE=14.Of EX GRADE E:1301944.0 E.1301954.3 w <br /> w w <br /> N U7 <br /> Z <br /> J J <br /> S S <br /> F- COMM AND POWER 12" WATER, <br /> a DUCTBANK, SEE ELEC IE=12.6t PIPE, a <br /> �I IE=14.Of REFER TO ELEC <br /> DRAWINGS FOR <br /> DETAILS ' <br /> 29+00 30+00 31+00 <br /> SNOHOMISH PUD DUCT BANK PROFILE (CONTINUED) <br /> E1.1 C8.3 <br /> EXTENTS OF FORMER <br /> BUILDING/STRUCTURE FOUNDATION <br /> (STEEL H-PILES) <br /> 30 <br /> HORZ LONG RADIUS BEND <br /> >� 2" PAVEMENT ORZ LONG RADIUS BEND <br /> O FINISHED GRADE N:363240.2 1 CONII TO EX <br /> Q EX GRADE N:363214.5 N:363217.2 E:1302161.2 PP, SEE ELEC <br /> E:1302129.3 E:1302136.5 1 75' <br /> w 20 � <br /> w v <br /> v1 <br /> z <br /> Z 0.50' MI 1.00 N:363247.2 F <br /> 12" SD PIPE, E:1302164.4 j <br /> U IE=14.8f 10 w <br /> PROPERTY LINE <br /> Q <br /> I <br /> 0 <br /> 32+00 33+00 33+50 <br /> n SNOHOMISH PUD DUCT BANK PROFILE (CONTINUED) <br /> E1.1 C8.3 <br /> GENERAL NOTES <br /> 1. EXISTING FOUNDATION STRUCTURES SHOWN IN PROFILE ARE CALL 48 HOURS <br /> APPROXIMATE AND SHOWN FOR REFERENCE ONLY. NOT ALL <br /> FOUNDATION STRUCTURES/DEBRIS ARE SHOWN. CONTRACTOR SHALL BEFORE YOU DIG <br /> COKE RV 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, 00ZI Boom HORZ DATUM: NAD 83/91 <br /> UNLESS NOTED OTHERWISE, <br /> 5' 1 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. QQ Q <br /> m r. A� A. �9 CV��j w <br /> N. WATSON 1" 10' <br /> �� pt>tAygY.�,T� DESIGNED BY: DATE: <br /> Port Of ems. - NORTON TERMINAL DEVELOPMENT <br /> c e y m J. BECKER 06/21/2021 CIP NO. <br /> - DRAWN BY CHECKED BY & MTCA 3RD INTERIM ACTION <br /> :z 1TffEVERETT -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 J SNOHOMISH 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 3 OF 3) SHEET NO. 98 OF 149 LL <br />