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A <br />Port o, f <br />EVERETT <br />P,0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />DEMO <br />1 <br />1 <br />1 <br />1 <br />0 <br />E:1302148.16 <br />EX MONITORING WELL <br />DISCOVERED AND <br />DECOMMISSIONED DURING <br />THE CONSTRUCTION <br />__Q 7� �-_\/ ; <br />N:363409.74 w <br />E:1302137.24 0 1 N-.3fi.347FvFl <br />DEMO EX SIGN, POST � 8 E:1302 <br />& CONC FOOTING <br />DEMO 23LF EX CONC CURB <br />SAWCUT EX ACP 40' <br />OFFSET PROP LINE <br />& DEMO EX ACP TO <br />PROP LINE <br />1'BOPFR \ N: 363408.12 <br />E: 13 <br />c c— <br />-M - <br />M - <br />M <br />EX DWOBELOW <br />GRADE, PIP <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO.1600120 <br />l <br />r/ <br />l <br />LI 3HT PALE <br />o J <br />OP c <br />I <br />o / <br />x <br />�J <br />1 <br />LECTRICAL EQUIPMENT <br />`EX MONITORING WELL <br />DISCOVERED AND <br />DECOMMISSIONED DURING <br />THE CONSTRUCTION <br />�r \ x <br />OP — <br />02204.49 — oa 7 op <br />13 <br />ram. t� <br />o W_W <br />- - <br />� <br />—u I G_ 9 W <br />DEMO 5' WIDE STRIP EX <br />N:130220 .4 ACP FOR WATERMAIN, <br />83 <br />E^1302205.46 SEE SHT C5.6 _ <br />DEMOLITION HTML <br />D 1.11 D 1 .8 SCALE: 1 "=20' <br />&2 07/05/2023 NW RECORD DRAWING <br />0 06/28/2022 NW SUBSTATIDN SITE DEVELOPMENT <br />A04/08/2022 NW MARITIME TENANT SITE DEVELOPM <br />NO. I DATE I BY <br />REVISION <br />NO. I DATE I BY <br />REVISION <br />RECORD CONDITIONS <br />ILLUSTRATED IN THESE <br />PLANS REFLECT <br />INFORMATION <br />PROVIDED BY THE <br />CONTRACTOR. RECORD <br />CONDITIONS WERE NO - <br />VERIFIED BY ENGINEER. <br />FIIA %AI S 1 !1 I\ \ !W <br />1. THE EXISTING UTILITY LOCATIONS AND DEPTHS SHOWN ON <br />THESE PLANS ARE APPROXIMATE. NO REPRESENTATION IS <br />MADE AS TO THE ACCURACY OR COMPLETENESS OF THE <br />INFORMATION. THE CONTRACTOR SHALL POTHOLE OR <br />OTHERWISE CONFIRM EXISTING CONDITIONS PRIOR TO START <br />OF WORK. IF CONDITIONS DIFFER FROM THOSE SHOWN ON <br />THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER <br />AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED <br />CONDITIONS HAVE BEEN EVALUATED. THE CONTRACTOR SHALL <br />TAKE PRECAUTIONARY MEASURES TO PROTECT FROM DAMAGE <br />OR DESTRUCTION ALL UTILITIES AS SHOWN AND ALL UTILITIES <br />NOT SHOWN THAT MAY BE ENCOUNTERED DURING <br />CONSTRUCTION DUE TO NO RECORD OF THEIR EXISTENCE. <br />2. UTILITIES, STRUCTURES AND SITE FEATURES NOT INDICATED <br />FOR DEMOLITION SHALL BE PROTECTED —IN —PLACE. <br />3. ALL ITEMS MARKED FOR DEMOLITION (DEMO) SHALL BE <br />DEMOLISHED AND REMOVED FROM THE SITE AND DISPOSED <br />OF AT AN APPROVED UPLAND DISPOSAL SITE IN <br />ACCORDANCE WITH THE SPECIFICATIONS. ANY FEES REQUIRED <br />FOR DISPOSAL ARE THE RESPONSIBILITY OF THE <br />CONTRACTOR. <br />4. CONTRACTOR SHALL COORDINATE WITH CITY TO SHUT—OFF <br />WATER SERVICE AS NEEDED TO CONSTRUCT WATERMAIN <br />EXTENSION AND TO DECOMMISSION AND ABANDON EXISTING <br />WATER SERVICES AS NOTED ON THE DRAWINGS. <br />5. CONTRACTOR SHALL USE CARE TO REMOVE AND NOT DAMAGE <br />ITEMS MARKED FOR SALVAGE. CONTRACTOR SHALL RETURN <br />SALVAGED ITEMS TO THE PORT AT COVERED LOADING DOCKS <br />1 AND 2 ALONG WEST SIDE OF EXISTING WAREHOUSE. <br />6. EXISTING ACP IN NORTON AVE IS APPROXIMATELY 6" THICK. <br />CONTRACTOR SHALL FIELD VERIFY THICKNESS AND REMOVE <br />THE FULL THICKNESS OF ACP MARKED FOR DEMO. <br />7. DEMOLITION OF EXISTING CHAINLINK FENCE SHALL INCLUDE <br />DEMOLITION OF EXISTING POSTS, CONCRETE FOUNDATIONS, <br />BARBED WIRE, AND FASTENERS. <br />PROJECT ENGINEER: <br />N. WATSON <br />DESIGNED BY: <br />J. BECKER <br />DRAWN BY: <br />K. EDWARDS, D <br />APPROVED BY <br />SCALE: <br />AS SHOWN <br />DATE: <br />06/21/2021 <br />CHECKED BY: <br />YU N. WATSON <br />LEGEND <br />RECORD DRAWING <br />PORT OF EVERETT <br />DEMO EX ASPHALT <br />DEMO EX CONCRETE <br />SAWCUT LINE <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />DEMOLITION DETAILS <br />(5A OF 5A)o <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 22x34 <br />REDUCE SCALE ACCORDINGLY <br />DWG. NO. DI A <br />CIP No. <br />1-8-900-05 <br />PROJECT <br />NO. MT—NT-2021-02.2 <br />SHEET NO. 17A /6\ OF 150 <br />Z <br />a <br />U <br />LU <br />