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EX PILE — <br />1� 1IIIIII I I I I / ABANDON —IN —PLACE <br />EX OUTFALL <br />l (SEE SHT C4.1) — <br />IIIIIII I ),I 1 \ DEMO EX CLF & VEG <br />ALONG SHORELINE, <br />SEE NOTE <br />RELOC EX CONC BLOCKS TO NEW LOCATION <br />ALONG SHORELINE. MOVE EXCESS BLOCKS <br />TO BLOCK STORAGE AREA NEAR WHARF <br />I1 �� <br />V � EX ROCKERY, PIP <br />E CUT <br />'ll 6HW LINE — _ & PILL <br />x���_ � <br />J� <br />DEMO 346LF EX CLF ALONG <br />SOUTHERN PROPERTY LINE <br />& SHORELINE, SEE NOTE 8 <br />1 If <br />o <br />a <br />Aw <br />3 `r <br />0 <br />DEMO EX ACP TO <br />/ <br />DEMO EX LP <br />/ PROPERTY LINE <br />1 �14� <br />\ <br />& CONC BASE <br />/ L <br />14_11DEMO EX ELECTRICAL EQUIPMENT <br />\ <br />1 <br />EX OVERHEAD POWER, GUY POLE <br />AND GUY WIRE TO BE RELOCATED <br />DEMO EX 10" SD AS <br />opt 3 <br />BY PUD PRIOR TO CONTRACT, NIC <br />NEEDED FOR NEW <br />Port o, f <br />EVERETT <br />P,0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />DOCK, TYP <br />EX CONC —\ <br />1 // <br />� / I <br />I <br />ABANDON —IN —PLACE EX 1A- <br />10" SD & OUTFALL <br />I <br />CUT EX 10" SD / <br />& PLUG w/CONC <br />I <br />l <br />1� , <br />I <br />� 0 <br />DEMO EX SD STRUCTURES. <br />REMOVE EX PIPES OR CUT AND <br />CD <br />DEMO EX FH & <br />BOLLARDS TYP, <br />SEE NOTE 1 — <br />DEMOLMON DETAIL <br />D 1 .11 D 1.4 SCALE: 1 "=20' <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />&2 107/05/20231 NW I RECORD DRAWING <br />�2 <br />10/15/2021 <br />NW <br />REVISED TO DEMO AND NOT <br />SALVAGE EXISTING LUMINARE <br />0 <br />07/23/2021 <br />NW <br />ADDENDUM 3 <br />A0 <br />06/21/2021 <br />NW <br />ISSUED FOR BID <br />NO. <br />DATE <br />BY <br />REVISION <br />��r_CUT <br />EX W PIPE AT TEE AND <br />D 1 .3 PLUG PIPE END WITH GROUT <br />i V <br />DEMO EX 6" W TO FH <br />NO. DATE BY <br />REVISION <br />DECOMMISSION & <br />ABANDON —IN —PLACE <br />EX 10" W, SEE NOTE 2 <br />EX BURIED <br />CONC WALL <br />DEMO EX 6" W TO FH <br />DEMO EX FH <br />(OUT OF SERVICE), <br />SEE NOTE 1 <br />3 CUT EX W PIPE AT <br />D 1 .1 D 1 .3 TEE AND PLUG PIPE <br />END WITH GROUT <br />DEMOLMON DETAIL <br />D 1.1 I D 1.4 SCALE: 1 "=10" <br />EX WATER <br />STRUCTURE, PIP \ <br />IEX FH, PIP <br />kOUT OF SERVICE) <br />II 3 <br />I <br />3 CUT EX 10�' W PIPE AND <br />D 1.1 D 1.3 PLUG PIPE �NDS WITH GROUT <br />I <br />J <br />DECOMMISSION & <br />ABANDON —IN —PLACE <br />EX 10" W <br />EX PIPE ABOVE <br />GRADE, PIP <br />r i <br />—x <br />ROPR'TYIN x J` <br />�.. s <br />2 fT x x x <br />CUT EX 10" W PIPE AND CAP EX CLF, <br />EAST END WITH RESTRAINT <br />JOINT END CAP, PIP i <br />D1.1 D1.3 �— --� <br />SEE NOTE 2 AND 5 <br />BNSF RAILROAD R.O.W. <br />f <br />DEMOLMON DETAIL <br />D 1.11 D 1.4 SCALE: 1 "=10' <br />PROJECT ENGINEER: <br />SCALE: <br />RECORD CONDITIONS <br />N. WATSON <br />AS SHOWN <br />ILLUSTRATED IN THESE <br />PLANS REFLECT <br />DESIGNED BY: <br />J. BECKER <br />DATE: <br />06/21 /2021 <br />INFORMATION <br />PROVIDED BY THE <br />DRAWN BY: <br />CHECKED BY: <br />K. EDWARDS, D. YU <br />N. WATSON <br />CONTRACTOR. RECORD <br />CONDITIONS WERE NOT <br />APPROVED BY: <br />VERIFIED BY ENGINEER. <br />LEGEND <br />DEMO EX ASPHALT <br />DEMO EX CONCRETE <br />SAWCUT LINE <br />KEY NOTES <br />1D DECOMMISSION EXISTING MONITORING WELL <br />DEMOLITION NOTES <br />1. CONTRACTOR SHALL COMPLETELY REMOVE EXISTING FIRE <br />HYDRANT AND GATE VALVE. REMAINING PIPE MAY BE <br />COMPLETELY REMOVED OR CUT AND CAPPED PER DETAIL 3, <br />SHEET D1.3 FOR ABANDONMENT —IN —PLACE. <br />2. 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 />3. UTILITIES, STRUCTURES AND SITE FEATURES NOT INDICATED <br />FOR DEMOLITION SHALL BE PROTECTED —IN —PLACE. <br />4. 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 ACCORDANCE <br />WITH THE SPECIFICATIONS. ANY FEES REQUIRED FOR <br />DISPOSAL ARE THE RESPONSIBILITY OF THE CONTRACTOR. <br />5. 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 />6. CONTRACTOR SHALL DEMOLISH EXISTING HAUL ROAD WHEN <br />NO LONGER NEEDED. HAUL ROAD MATERIAL SHALL BE <br />BLENDED WITH OTHER SITE SOILS AS PART OF SITE GRADING. <br />7. 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 />8. DEMOLITION OF EXISTING CHAINLINK FENCE SHALL INCLUDE <br />DEMOLITION OF EXISTING POSTS, CONCRETE FOUNDATIONS, <br />BARBED WIRE, AND FASTENERS. <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />DEMOLITION DETAILS <br />(1 OF 5) <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 />I DWG. NO. D1.4 <br />CIP No. <br />1-8-900-05 <br />PROJECT <br />NO. MT—NT-2021-02.2 <br />SHEET NO. 14 OF 150 <br />0 <br />Z <br />a <br />U <br />LU <br />