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\ \ I 1 2 -6 � <br /> R \ I I DEMO&REPL EX OUTFALL M S1'3 \ <br /> SEE DETAIL 1,SHT C4.9 AND GG 14�� <br /> EX CDNC STRUCTURE DETAIL A, SHT C4.10 \•• <br /> / I \ I EX PVMT DEMO EX CDNC VAULT / DEMO EX VEG �\�`�`•_1 \ <br /> J I / (APPROX Yw%19'Lx 10'Dh ALONG SHORELINE <br /> / I TEMPORARILY ADJUST EX EOP \ / \/ 1 1 'f q <br /> EX BERM FOR PVMT � <br /> J DEMO&(GRADING TEMPORARILY RELOC EX JERSEY i EX PVMT — <br /> N I )� —— DEMO EX ACP TO C — <br /> BARRIER FOR OUTFACE REPLACEMENT. � <br /> REINSTALL JERSEY BARRIER WHEN ^ CONC. PIP EX CDNC <br /> I C OUTFALL WORK IS COMPLETE. —— S"UT&DEMO EX ACP —15- \ EX CONC <br /> TO REMOVE EX VAULT&SD, EX JERSEY BARRIER <br /> I \ / <br /> SEE NOTE 5 PROTECT-IN-PLACE <br /> M 1 � <br /> Al - _ 16 <br /> DECOMMISSION EX MW � \ <br /> M \ SAWOU EX ACP 1'OFFSET FROM 15 ——— __ <br /> EASIER BAR SEER NOTEDC � \ EX BERM DEMO EX HAUL D, <br /> SEE NOTE 7 <br /> / DECOMMISSION EX MW <br /> EX SAND <br /> \ EX SAND�. / / <br /> L / / _ - EX.HAUL ROAD <br /> M, <br /> 1 DEMOLITION DETAIL LEGEND DEMOLITION NOTES <br /> D1.1 D1.5 SCALE: 1" = 10' DEMO EX ASPHALT 1. THE EXISTING UTILITY LOCATIONS AND DEPTHS SHOWN ON THESE PLANS ARE APPROXIMATE. NO <br /> REPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION. THE <br /> CLEAR & GRUB AREA, SEE SHT D1.6 CONTRACTOR SHALL POTHOLE OR OTHERWISE CONFIRM EXISTING CONDITIONS PRIOR TO START OF <br /> WORK. IF CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY <br /> SAWCUT LINE THE ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE BEEN <br /> EVALUATED. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT FROM DAMAGE OR <br /> DESTRUCTION ALL UTILITIES AS SHOWN AND ALL UTILITIES NOT SHOWN THAT MAY BE ENCOUNTERED <br /> DURING CONSTRUCTION DUE TO NO RECORD OF THEIR EXISTENCE. <br /> 2. UTILITIES, STRUCTURES AND SITE FEATURES NOT INDICATED FOR DEMOLITION SHALL BE <br /> 12 �oH \�\= — \ PROTECTED-IN-PLACE. <br /> DEMO EX ACP TO EX CONE. 3. ALL ITEMS MARKED FOR DEMOLITION (DEMO) SHALL BE DEMOLISHED AND REMOVED FROM THE SITE <br /> PIP EX CONC AND DISPOSED OF AT AN APPROVED UPLAND DISPOSAL SITE IN ACCORDANCE WITH THE <br /> ` \ \ DEMO EX ACP TO EX —— \\\��� �6 \\ SPECIFICATIONS. ANY FEES REQUIRED FOR DISPOSAL ARE THE RESPONSIBILITY OF THE CONTRACTOR. <br /> v EX WHARF N EX SD TO ( \ CONC. PIP EX CONE \� ��•._,� _\\\\�\ <br /> OUTFACE K,PIP I \ EX CONE 8�-\\ \ 4. CONTRACTOR SHALL COORDINATE WITH CITY TO SHUT-OFF WATER SERVICE AS NEEDED TO CONSTRUCT <br /> 1, RELOC EX JERSEY BARRIER <br /> ON wEsr SIDE of ASPH PATH WATERMAIN EXTENSION AND TO DECOMMISSION AND ABANDON EXISTING WATER SERVICES AS NOTED ON <br /> TO CONC DLOCK STORAGE AREA THE DRAWINGS. <br /> \ - _ X C BARGEDOCKRAMP 1 \��\ �\\ 5. EXISTING ACP NEAR OUTFALL M IS APPROXIMATELY 6" THICK. CONTRACTOR SHALL FIELD VERIFY <br /> \ -•••-•••-••• 16 PIP 4 \\ \ THICKNESS AND REMOVE THE FULL THICKNESS OF ACP MARKED FOR DEMO. <br /> —/ \ TEMPORARILY ADJUST EX JERSEY <br /> EX CONC BLOCK, PIPy__ <br /> BARRIER AS NEEDED TO DEMO <br /> RELoc EX CONE BLOCKS EX ASPH PATH AND RETURN To \ 6. EXISTING ASPHALT PATH IS APPROXIMATELY 4" THICK. CONTRACTOR SHALL FIELD VERIFY THICKNESS <br /> To BLOCK STORAGE ORIGINAL LOCATION AFTERWARDS �\ AND REMOVE THE FULL THICKNESS OF ACP MARKED FOR DEMO. <br /> DEMO EX HAUL D, R WHARF HAUL \ <br /> \ r ( EX BERM SEE NOTE 7 ROAD IS D �� \ \ �� �\ <br /> 7. CONTRACTOR SHALL DEMOLISH EXISTING HAUL ROAD WHEN NO LONGER NEEDED. HAUL ROAD MATERIAL <br /> TEMPORARILY ADJUST \ EX wA7ER \ \ SHALL BE BLENDED WITH OTHER SITE SOILS AS PART OF SITE GRADING. <br /> EX BERM AS NEEDED - - {r STRUCTURE, PIP \�A DI <br /> EX 1T2EE&�OD15�\ <br /> FOR ACP DEMO <br /> DEMO EX PATH <br /> EX HAUL ROAD J l LIGHTING,TYR <br /> CLEAR&GRUB AREA,WEST OF EX JERSEY <br /> BARRIER TO EX SHOREO'NNE ROCKERY. REMOVE <br /> SAWCUT&DEMO DEMO EX`UTILITY ��� AND DISPOSE OF TOP 6' O .SOIL AND REP <br /> L <br /> EX ACP AS NEEDED FOR - - .� �, <br /> co I - <br /> COMM POLE CONSTRUCTION HANDHOLE W/PERMEABLE BALL AST� � � \� / � . <br /> EX 15" EX SAND DEMO EX ASPH PATH,,-" A V 4 V\ <br /> CONC PIPE SEE NOTE_6 EX RO�ERI�IP CALL 4$HOURS <br /> IE=10.8't \ 1 �1 - / EX/ASPH ROAD DEMO EX PATH EX BRUSH 6\ \ \\ BEFORE YOU DIG <br /> \ LIGHTING,TYR ' <br /> EX JERSEY / -�v \\\ DIAL 811 <br /> 110 <br /> BARRIER, PIP X �Y .- _/ �'• V <br /> CONV TO MLLWVERT DATUM: AVD 8 AVD88+2.03 <br /> 2 DEMOLITION DETAIL 3 DEMOLITION DETAIL H°R7 DATUM: NAD 83/91 Z <br /> D1.1 D1.5 SCALE: 1" 10' D1.1 D1.5 SCALE: 1" = 10' IF SHEET IS THAN <br /> RECORD DRAWING REDUCE SCALELESS <br /> EACCORDINGLY 4 a <br /> PROJECT WATSONENGINEER: SALE: PORT OF EVERETT °W° N° D1 5 <br /> RECORD CONDITIONS N. W AS SHOWN <br /> ILLUSTRATED IN THESE <br /> Port of PLANS REFLECT DESIGNED BY: DATE: NORTON TERMINAL DEVELOPMENT <br /> J. BECKER 06/21/2021 CIP NO. <br /> 1TffINFORMATION 1-8-900-05 O <br /> EVERETT DRAWN BY N. WATSON & MTCA 3RD INTERIM ACTION <br /> ® 0�/o5/2D23 NW RECORD DRAWING PROVIDED BY THE K. EDWARDS, D. YU N. WAS PROJECT <br /> 16015th Avenue,Suite 1300 Q 09/15/2021 NW REVISED PER RF1008 CONTRACTOR.RECORD DEMOLITION DETAILS NO. MT-NT-2021-02.2 V <br /> EVE BOX 538 Seattle, -0600gto Fax <br /> (206) <br /> ® os/2t/2o21 NW ISSUED FOR BID CONDITIONS WERE NOT APPROVED BY: <br /> EVERETT, WA 96206 (206)382-0600 Fax(206)382-0500 C W <br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION VERIFIED BY ENGINEER. (2 OF 5) SHEET NO. 15 OF 150 w <br />