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LEGEND <br /> DEMO EX ASPHALT <br /> I DEMO&REPL Ex ouTEAu M — S3 CLEAR & GRUB AREA, SEE SIFT D1.6 <br /> 1 / I SEE DETAIL 1,SHT C4.9 ANDI <br /> EX CGNC STRUCTURE I DETAIL A, SHT C4.10 wQ \""�— 8� \ — SAWCUT LINE <br /> EX PVMT \ DEMO EX CONC VAUL DEMO EX VEG �1p '•\ \\ �� <br /> / (APPROX 7'W091001D) ALONG SHORELINE \ •.. \ XX LOCATION & DIRECTION OF PHOTO. SEE <br /> OH (N SHEETS D3.1 TO D3.3 <br /> / TEMPORARILY ADJUST EX FOR \/ \ G <br /> EX BERM FOR PVMT <br /> J DEMO&tRADING TEMPORARILY RELOC EX JERSEY EX PVMT DEMO EX ACP TO EX <br /> CONS. PIP EX CONC <br /> DEMOLITION NOTES <br /> _ �� <br /> BARRIER FOR OUTFACE REPLACEMENT. > � �� <br /> REINSTALL JERSEY BARRIER WHEN <br /> OUTFALL WORK IS COMPLETE. AWGDT&DEMO EX ACP ✓ -15 \ EX CONC <br /> \ \ TO REMOVE Ex VAULT&SD, Ex JERSEY BARRIER I \ 1. THE EXISTING UTILITY LOCATIONS AND DEPTHS SHOWN ON <br /> SEE NOTE 5 PROTECT-IN-PLACE THESE PLANS ARE APPROXIMATE. NO REPRESENTATION IS <br /> — L MADE AS TO THE ACCURACY OR COMPLETENESS OF THE <br /> —1s— INFORMATION. THE CONTRACTOR SHALL POTHOLE OR <br /> 6 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 /> 9WEULL EX ACP 1' OFFSET FRO);15, —— DEMO EX HAUL AD, <br /> / EX JERSBARRIEDEMO'To SEE NOTE CONDITIONS HAVE BEEN EVALUATED. THE CONTRACTOR SHALL <br /> \ / EASTERN EOP,SEE NOTE 5 \ Ex BERM — TAKE PRECAUTIONARY MEASURES TO PROTECT FROM DAMAGE <br /> / OR DESTRUCTION ALL UTILITIES AS SHOWN AND ALL UTILITIES <br /> /\/ DECOMMISSION Ex Mw NOT SHOWN THAT MAY BE ENCOUNTERED DURING <br /> CONSTRUCTION DUE TO NO RECORD OF THEIR EXISTENCE. <br /> EX SAND� / /� /1�/ —/ <br /> L_ EX HAUL ROAD 2. UTILITIES, STRUCTURES AND SITE FEATURES NOT INDICATED <br /> M 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 ACCORDANCE <br /> WITH THE SPECIFICATIONS. ANY FEES REQUIRED FOR <br /> DEMOLITION DETAIL DISPOSAL ARE THE RESPONSIBILITY OF THE CONTRACTOR. <br /> D1.1 D1.5 SCALE: 1" = 10' 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 /> \ �\ N 06 5. EXISTING ACP NEAR OUTFALL M IS APPROXIMATELY 6" THICK. <br /> — 1 \ 1q = �� = \ DEMO Ex ACP r0 Ex coNc. CONTRACTOR SHALL FIELD VERIFY THICKNESS AND REMOVE <br /> / `/ ,\ Z���\� �•� ��Q\ PIP Ex CONC THE FULL THICKNESS OF ACP MARKED FOR DEMO. <br /> DEMO EX ACP TO EX <br /> Ex WHARF N Ex SD ro I I \ \ \ \ CONC.PIP EX CONC _"� ` 6. EXISTING ASPHALT PATH IS APPROXIMATELY 4" THICK. <br /> OUTFALL K, PIP \ \ \ EX CONC \\ L &, \\ \ \ RELoc EX JERSEY BARRIER CONTRACTOR SHALL FIELD VERIFY THICKNESS AND REMOVE <br /> ON WEST SIDE OF ASPH PATH THE FULL THICKNESS OF ACP MARKED FOR DEMO. <br /> TO CONC BLOCK STORAGE AREA <br /> -1 \ \\ \ 7. CONTRACTOR SHALL DEMOLISH EXISTING HAUL ROAD WHEN <br /> BARGE XDOCK CRAMP \�\ \� \ \ NO LONGER NEEDED. HAUL ROAD MATERIAL SHALL BE <br /> _..._..._...—•• l / 16 PIP 14 ��\\\\ \ BLENDED WITH OTHER SITE SOILS AS PART OF SITE GRADING. <br /> \ X JERSEY <br /> EX CONC BLOCK, PIP TEMPOBARRIERARILY <br /> JUST E NEEDED T DEMO <br /> / RELOC EX CONC BLOCKS \ �EX ASPH PATH AND RETURN TO \ DEMO EX TREE& ROOTS <br /> - \ / / DEMO EX HAUL AD, TO BLOCKR SWHARFE HAUL ORIGINAL LOCATION AFTERWARDS \ <br /> / SEE NOTE 7 EX BERM ROAD IS D � � \ \\ <br /> \ \\\\� \\ CLEAR&GRUB AREA WEST EX JERSEY <br /> TEMPORARILY ADJUST _ EX WATER \\ BARRIER TO EX SHORELINE ROOKERY. <br /> � \ REMOVE AND DISPOSE OF TOP 6"OF SOIL <br /> EX BERM AS NEEDED M STRUCTURE, PIP \ (i \ AND REPL W/PERMEABLE BALLAST <br /> \� <br /> FOR ACP DEMO <br /> - DEMO EX'PAIN \ \ <br /> \ EX.HAUL ROAD LIGHTING,,TYR \ \\ \ <br /> SAWCUT&DEMO <br /> EX ACP AS NEEDED FOR / I \ - - ^�- G 1 DEMOHAND EXE UTILI <br /> COMM POLE CONSTRUCTION / I / <br /> \ \ \ <br /> EX 15" —- EX SAND 1 DEMO EX ASPH PATH. `\\X'RO,CKER <br /> CONC PIPE I\PI \\ <br /> g l J ) SEE NOTE 6 "� <br /> IE=10.8'E \ EX ASPH ROAD DEMO EX PATH B \�\ <br /> EX BRUSH <br /> � LIGHTING TYP � �\ \\\ CALL48 HOURS <br /> 1 EX JERSEY BEFORE YOU DIG <br /> BARRIER, PIP ��� _ / A �. A V DIAL 811 <br /> 10 <br /> VERT DATUM: NAVD 88 <br /> CONV TO MLLW = NAVD88+2.03 <br /> DEMOLITION DETAIL (_3_� DEMOLITION DETAIL HORZ DATUM: NAD 83/91 <br /> D1.1 D1.5 SCALE: 1" = 10' D1.1 D1.5 SCALE: 1" = 10' W <br /> IF SHEET IS LESS THAN 22x34 <br /> REDUCE SCALE ACCORDINGLY > <br /> PROJECT ENGINEER: SCALE: PORT O F EV E RETT W <br /> DWG. N0. D <br /> N. WATSON AS SHOWN . <br /> 4A p4•�B�AA <br /> Port of �s,`� +oosa DESIGNED BY: DATE: NORTON TERMINAL DEVELOPMENT <br /> 2 g >2 J. BECKER 06/21/2021 CIP NO. <br /> T)^ 7�M & MTCA 3RD INTERIM ACTION 1-8-900-05 V <br /> EVERETT DRAWN BY CHECKED S <br /> L L 16015th Avenue,Suite 1300 a�roia a K. EDWARDS, D. YU N. WATSON PROJECT <br /> P.G. BOX 538 Seattle,Washington 98101 DEMOLITION DETAILS NO. MT-NT-2021-02.2 <br /> EVERETT, WA 98206 ® O6/21/2021 NW NEW SHEET 97OXIL i;A bry APPROVED BY: C O <br /> (425) 259-3164 (206)382-061 Fax(206)382-0500 (2 0 r 4) SHEET NO. 1 5 OF 1 49 LL <br /> PROJECT NO.1600120 N0. DATE BY REVISION N0. DATE BY REVISION <br />