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EX PILE �� � -LEGEND <br /> 1\IIIII� ABANDON-IN-PLACE / r <br /> EX L DEMO EX ASPHALT <br /> (SEE SHTC4.1) <br /> ����������� I V� �� �� ����•\���A DEMO EX CONCRETE <br /> DEMO EX CUP&VIES <br /> ALONG SHORELINE, SAWCUT LINE <br /> SEE NOTE 8 <br /> RELOC EX CONC BLOCKS TO NEW LOCATION / <br /> TALONG O BLOCKSHORELINE. M EXCESS KS <br /> STORAGEAREA NEAR WHARF <br /> ✓// <br /> \Il\\IIIIll111�\ EX ROCKERY, PIP �,y✓�, KEY NOTES <br /> DECOMMISSION EXISTING MONITORING WELL <br /> DECOMMISSION& <br /> ABANDON-IN-PACE <br /> EX 10"W, SEE NOTE 2 <br /> DEMO EX 6"W TO FH NOTES <br /> CUT EX 10"SD / <br /> OHW_ONE DEMO EX FH DEMOLITION-— i &PLUG w/GONG <br /> EX BURIED WALL (OUT OF SERVICE), <br /> CONCSEE NOTE 1 1. CONTRACTOR SHALL COMPLETELY REMOVE EXISTING FIRE <br /> r 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 /> \ I 3 CUT Ex W PIPE AT 2. THE EXISTING UTILITY LOCATIONS AND DEPTHS SHOWN ON <br /> D1.1 D1.3TEE AND PLUG PIPE THESE PLANS ARE APPROXIMATE. NO REPRESENTATION IS <br /> I I END WITH GROUT MADE AS TO THE ACCURACY OR COMPLETENESS OF THE <br /> I N r 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 /> ( DEMO 346LF EX CLF ALONG / AIA\ \ AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED <br /> SOUTHERN PROPERTY LINE TO <br /> SID&IN-PLACE EX AA <br /> RELOC EX BERM To NEw o"sD&ouTFALL CONDITIONS HAVE BEEN EVALUATED. THE CONTRACTOR SHALL <br /> &SHORELINE,SEE NOTE 8 LOCATION ALONG SHORELINE a TAKE PRECAUTIONARY MEASURES TO PROTECT FROM DAMAGE <br /> / I 2 DEMOLITION DETAIL OR DESTRUCTION ALL UTILITIES AS SHOWN AND ALL UTILITIES <br /> NOT SHOWN THAT MAY BE ENCOUNTERED DURING <br /> I a 13— D1.1 D1.4 SCALE: 1"=10' CONSTRUCTION DUE TO NO RECORD OF THEIR EXISTENCE. <br /> S a DEMO EX ASPH AND CONC PVMT CUT EX 10"SD 3. UTILITIES, STRUCTURES AND SITE FEATURES NOT INDICATED <br /> &PLUG w/CONC / <br /> � DFcoMMlssloN& FOR DEMOLITION SHALL BE PROTECTED-IN-PLACE. <br /> r I EX WATER ABANDON-IN-PLACE <br /> DEMO EX ACP TO STRUCTURE, PIP EX 1o"w <br /> E PROPERTY LINE H PI <br /> 4. ALL ITEMS MARKED FOR DEMOLITION (DEMO) SHALL BE <br /> / 8 o I <br /> cn MO EX UP ` rp / DEMOLISHED AND REMOVED FROM THE SITE AND DISPOSED <br /> &CONC BASE L--14/ \ C, \ IfoUTOFSERVICE) \ \ OF AT AN APPROVED UPLAND DISPOSAL SITE IN ACCORDANCE <br /> 3 J WITH THE SPECIFICATIONS. ANY FEES REQUIRED FOR <br /> 3 14- DEMO Ex ELECTRICAL EQUIPMENT i \ I DISPOSAL ARE THE RESPONSIBILITY OF THE CONTRACTOR. <br /> \ / 5. CONTRACTOR SHALL COORDINATE WITH CITY TO SHUT—OFF <br /> EX OVERHEAD POWER,GUY POLE / I \ CUT EX 10 W PIPE AND WATER SERVICE AS NEEDED TO CONSTRUCT WATERMAIN <br /> AND GUY WIRE To BE RELOCATED DEMO EX 10"SD AS D1.1 D1.3 PLUG PPE�NDS WITH GROUT EXTENSION AND TO DECOMMISSION AND ABANDON EXISTING <br /> BY PLO PRIOR TO CONTRACT, NIC NEEDED FOR NEW WATER SERVICES AS NOTED ON THE DRAWINGS. <br /> OUTFALL CONSTRUCTION — <br /> j DEMO Ex SO STRUCTURES. I / 6. CONTRACTOR SHALL DEMOLISH EXISTING HAUL ROAD WHEN <br /> ,l Ex DEMO Ex BOLLARD REMOVE EX PIPES OR CUT AND — I Ex PPE ABOVE NO LONGER NEEDED. HAUL ROAD MATERIAL SHALL BE <br /> PIP \� &GUARD RAIL, TYP CAP AND ABANDON IN PLACE GRADE, PIP BLENDED WITH OTHER SITE SOILS AS PART OF SITE GRADING. <br /> DEMO Ex HAUL ROAD, ——— 7. CONTRACTOR SHALL USE CARE TO REMOVE AND NOT DAMAGE <br /> SEE`\\ DEMOL O NOTE U J` — � � \ � <br /> \ J ITEMS MARKED FOR SALVAGE. CONTRACTOR SHALL RETURN <br /> —xPTYW - SALVAGED ITEMS TO THE PORT AT COVERED LOADING DOCKS <br /> DECOMMISSION& \ CUT EX 10"W PIPE ANx x—x— <br /> r 1 AND 2 ALONG WEST SIDE OF EXISTING WAREHOUSE. <br /> D CAP <br /> ABANDON-IN-PLACE EX EX CLF, <br /> AST END WITH RESTRAINT <br /> to"w,SEE NOTE 2 —� \ PIP /'��� 8. DEMOLITION OF EXISTING CHAINLINK FENCE SHALL INCLUDE <br /> DL1 D1.3 JOINT END CAP, / <br /> RELOC EX CONC BLOCKS TO BLOCK q \ SEE NOTE 2 AND 5 DEMOLITION OF EXISTING POSTS, CONCRETE FOUNDATIONS, <br /> STORAGE E AREA NEAR WHARF D 1' BARBED WIRE, AND FASTENERS. <br /> CUT EX W PIPE AT TEE AND <br /> x / D1.1 D1.3 PLUG PIPE END WITH GROUT V £ BNSF RAILROAD R.O.W. <br /> < EX LOADING o <br /> DOCK, TYP <br /> DEMO EX FH& CALL 48 HOURS <br /> BOLLARDS TYP, DEMO EX 6"W TO FH <br /> 1, 2 EX GONG SEE NOTE 1 __ BEFORE YOU DIG <br /> DIAL 811 <br /> VERT DATUM: NAVD 88 <br /> CONV TO MLLW - NAVD88+2.03 <br /> n DEMOLITION DETAIL DEMOLITION DETAIL HORZ DATUM: NAD 83/91 Z <br /> D1.1 D1.4 SCALE: 1"=20' D1.1 D1.4 SCALE: 1"=10' IF SHEET IS LESS THAN 22x34 <br /> RECORD DRAWING REDUCE SCALE ACCORDINGLY a <br /> PROJECT WATSONENGINEER: SALE: PORT OF EVERETT °W° N° D1 4 <br /> RECORD CONDITIONS N. W AS SHOWN 0 <br /> ILLUSTRATED IN THESE <br /> Port of E J. BECKER 06/21/2021 CIP No.® 07/05/2023 NW RECORD DRAWING PLANS REFLECT DESIGNED BY: DATE. N 0 RTO N TERMINAL DEVELOPMENT <br /> EVERETT 1Tff0 10/15/2021 NW REVISED DEMO AND NOT INFORMATION 0 <br /> SALVAGE xIsnNG LUMINARE PROVIDED BY THE <br /> DRAWN BY: CHECKED BY: & MTCA 3RD INTERIM ACTION 1-8—goo—os <br /> 16015th Avenue,Suite 1300 07/23/2021 NW ADDENDUM 3 CONTRACTOR.RECORD K. EDWARDS, D. YU N. WATSON PROJECT <br /> P.D, Box 538 Seattle,Washington 98101 DEMOLITION DETAILS NO. MT—NT-2o21—02.2 tU <br /> ® os/2t/2o21 NW ISSUED FOR BID CONDITIONS WERE NOT APPROVED BY: <br /> EVERETT, WA 96206 (206)382-0600 Fax(206)382-0500 rq C W <br /> (425) 259-3I s4 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION VERIFIED BY ENGINEER. \1 0 C) SHEET N0. 14 OF 150 w <br />