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DECOMMISSION EX MW <br />M <br />I <br />1 <br />I <br />/ <br />/ <br />I <br />\EX CONC STRUCTURE <br />I \ � EX PVMT <br />(� I TEMPORARILY ADJUST <br />I / EX BERM FOR PVMT <br />J DEMO & (GRADING — <br />51 I <br />EX EDP \ <br />TEMPORARILY RELOC EX JERSEY <br />BARRIER FOR OUTFALL REPLACEMENT. <br />REINSTALL JERSEY BARRIER WHEN <br />OUTFALL WORK IS COMPLETE. <br />------------ <br />EX SAND <br />EX SAND <br />11 \ <br />12 — —6 <br />DEMO & REPL EX OUIFALL M <br />SEE DETAIL 1, SHT C4.9 AND 14- <br />DETAIL A, SHT C4.10 �'` ✓ v �'' �— <br />DEMO EX CONC VAULT DEMO EX VEG Q\ ,10� '� \ <br />(APPROX 7'Wx19'Lx1op� ALONG SHORELINE <br />EX PVMT \ <br />DEMO EX ACP TO EX <br />_ CONC. PIP EX CONC <br />3 W� CUT &DEMO EX AC / — 15— \ EX CONC <br />TO REMOVE EX VAULT & SD, EX JERSEY BARRIER <br />SEE NOTE 5 PROTECT -IN -PLACE \ <br />>c SAWWeUZ EX ACP 1' OFFSET FROM 1 <br />EX JERSEY, BARRIEL4_D2MTTO <br />/ EASTERN EOP, SEE NOTE 5 <br />/ \ / DECOMMISSION EX MW X <br />LEGEND <br />DEMOLITION NOTES <br />16 <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 />�\oH _ \\ PROTECTED —IN —PLACE. <br />VNE <br />�74 DEMO Ex ACP TO Ex CONC. 3. ALL ITEMS MARKED FOR DEMOLITION (DEMO) SHALL BE DEMOLISHED AND REMOVED FROM THE SITE <br />( I \ \\ \� Q� PIP EX CONC AND DISPOSED OF AT AN APPROVED UPLAND DISPOSAL SITE IN ACCORDANCE WITH THE <br />N DEMO EX ACP TO EX — SPECIFICATIONS. ANY FEES REQUIRED FOR DISPOSAL ARE THE RESPONSIBILITY OF THE CONTRACTOR. <br />EX WHARF EX SD TO I CONC. PIP EX CONC � � \� \ L ��•..,! _\\ \� \ <br />OUTFALL K, PIP I \ \ \ EX CONC \� \� L 8�— \\\ \ RELOC EX JERSEY BARRIER 4. CONTRACTOR SHALL COORDINATE WITH CITY TO SHUT—OFF WATER SERVICE AS NEEDED TO CONSTRUCT <br />NN' ON WEST SIDE OF ASPH PATH WATERMAIN EXTENSION AND TO DECOMMISSION AND ABANDON EXISTING WATER SERVICES AS NOTED ON <br />TO CONC BLOCK STORAGE AREA THE DRAWINGS. <br />EX CONC 12 ,0 \ \ \ <br />BARGE DOPCK RAMP �= ��\�\ _� \\ \ \ 5. EXISTING ACP NEAR OUTFALL M IS APPROXIMATELY 6" THICK. CONTRACTOR SHALL FIELD VERIFY <br />\ _ _ 16 _ / 14 \� TEMPORARILY ADJUST EX JERSEY THICKNESS AND REMOVE THE FULL THICKNESS OF ACP MARKED FOR DEMO. <br />EX CONC BLOCK, PIP / � \ \ RELOC EX ONC BLOCKS � BARRIER AS NEEDED TO DEMO <br />C�� -� 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 AD, R WHARF HAUL \ \ <br />\ ( EX BERM SEE NOTE 7 \ — ROAD IS D \\ 7, CONTRACTOR SHALL DEMOLISH EXISTING HAUL ROAD WHEN NO LONGER NEEDED. HAUL ROAD MATERIAL <br />\ � \ \ \\ SHALL BE BLENDED WITH OTHER SITE SOILS AS PART OF SITE GRADING. <br />TEMPORARILY ADJUST EX WATER �\ DE�EX 00 \ <br />EX BERM AS NEEDED STRUCTURE, PIP �X� R�" TS \ <br />FOR ACP DEMO \ <br />\ d I DEMO X PATH <br />\ EX. HAUL ROAD LIGHTING, TYPA GK171B RA EA�EST OF EX JERSEY <br />\ / �� \ BARRk€ T�EX SKRELIN ROCKERY. REMOVE <br />L O / <br />SAWCUT &DEMO N ) I �' \ NO DISPOS ( OF\SOIL AND REPL <br />EX ACP AS NEEDED FOR I �' I DEMO EX UTILI <br />COMM POLE CONSTRUCTION CO \ HANDHOLE \ "i P MEABL @ALLA�`T� \ \ <br />EX 15" <br />EX SAND / DEMO EX ASPH PATH, \ \ \\ \\ \ \ �\ <br />CONC PIPE / \ \ � <br />IE=10.8't \ 1 �J SEE NOTE 6 \ <br />EX R KERI\PIP �\ CALL 48 HOURS <br />/ EX �PH ROAD DEMO EX PATH 6 <br />� EX BRUSH \ \\ BEFORE YOU DIG <br />LIGHTING, iYP <br />/EX JERSEY /� \ DIAL 811 <br />BARRIER, PIP �X <br />\ I \ �\\\�\\��\ \ \ VERT DATUM: NAVD 88 <br />IZZCONV TO MLLW = NAVD88+2.03 <br />2 DEM UTION DETAIL 3 DEMOLITION DETAIL HORZ DATUM: NAD 83/91 <br />D 1.1 D 1.5 SCALE: 1" = 10' D 1 .1 D 1.5 SCALE: 1 " = 10' RECORD DRAWING IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />PROJECT ENGINEER SCALE PORT OF EVERETT RECORD CONDITIONS DWG. NO. <br />N. WATSON AS SHOWN DI m5 <br />Port o, f ILANSREFLECTATED IN THESE NORTON TERMINAL DEVELOPMENT <br />PLANS REFLECT DESIGNED BY: DATE: <br />INFORMATION J. BECKER 06/21 /2021 CIP No. <br />EVERETT & MTCA 3RD INTERIM ACTION 1-8-900-05 <br />DRAWN BY: CHECKED BY: <br />2 0 /05/2023 NW RECORD DRAWING PROVIDED BY THE K. EDWARDS, D. YU N. WATSON PROJECT <br />1601 5th Avenue, Suite 1300 09/15/2021 NW REVISED PER ROODS CONTRACTOR. RECORD DEMOLITION DETAILS NO. MT—NT-2021-02.2 <br />P, 0, BOX 538 Seattle, Washington 98101 0 os/ 1/ 0 1 NW ISSUED FOR BID CONDITIONS WERE NOT APPROVED BY: <br />EVERETT, WA 98206 <br />(206) 382-0600 Fax (206) 382-0500 (425) 259-3164 PROJECT NO.1600120 No. DATE BY REVISION No. DATE BY REVISION VERIFIED BY ENGINEER. (2 0fC <br />5) SHEET NO. 15 OF 150 <br />0 <br />Z <br />