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FA <br />RELOC EX <br />BUMPING POST <br />/ JX'DPT6 ABOVE GRADE <br />DEMO 140LF EX RR <br />TRACKS TO NEW BUMPING <br />POST LOCATION <br />DEMO 75LF \ <br />EX CONC CURB <br />- DEMO EX <br />CONC SLABS <br />/ EX DWO ABOVE GRADE PIP <br />- DEMO EX CONC SLAB / EX UTILITY _ <br />DEMO T/ELF EX 7' HIGH CLF, SEE VAULT, PIP FN <br />NOTE 7. SALVAGE EX GATES, SEE I <br />NOTE 5. SEE SHT C6.1 FOR NEW C WASTEWATER/STORMWATER <br />PIPELINE EASEMENT �EX CONC BLOCK BARRI R & GAS UTILITY <br />_�- NEW LOCATION FOR EX <br />BUMPING POST IN FRONT OF <br />EX GATES TO BE REMOVED. _ <br />CUT EX RR TRACKS ON THE <br />PROJECT SITE SIDE OF� <br />BUMPING POST AND IF <br />��- THE SITE RR TRACKS. <br />v - <br />IF <br />EX RR EX -� <br />PROBEME) 20OLF EX TRACKS <br />r <br />EX DWO <br />z I EASEMENT <br />J <br />I <br />o' <br />a SALVAGE EX SWING <br />GATES, SEE NOTE 5 <br />-cL-� <br />I DEMO 14LF EX CONC CURB <br />i <br />man■..■ :SS M <br />DEMO 9OLF EX ss ■ <br />7' HIGH CLF, <br />SEE NOTE 7 M <br />_X x y <br />M X ss <br />N:363204.29 � EMO 18LF EX _ <br />E:1302200.80 CONC CURB s <br />PROPERTY- <br />Port o, f <br />EVERETT <br />P,0 BOX 538 <br />EVERETT, WA 9820E <br />(425) 259-3164 <br />N: 363212.14 <br />E:1302207.00 <br />EX HOPE PIPE <br />ABOVE GRADE, PIP <br />--$20-� At <br />DEMOLMON DETAIL <br />D 1.1 I D 1.7 SCALE: 1 "=30" <br />DEMO EX TREE, <br />/ EX CB, PIP (12"f 0 TRUNK) <br />/ N:363268.51 <br />DEMO EX TREE, < E:1302170.27 <br />(9"f 0 TRUNK) EX UTILITY u� <br />POLE, PIP - <br />x <br />71 <br />DEMO 19OLF EX <br />7' HIGH CLF, <br />SEE NOTE 7 - <br />x <br />OP -OP_ <br />DEMO EX TREE, <br />(15"f 0 TRUNK) <br />DEMO EX TRE0- <br />(22"f 0 TRUNK) <br />RELOC EX <br />BUMPING POST EX DWO BELOW GRADE PIP \ <br />BEMO EX EL <br />nn BUMPING OS BEMB 21 LF EX On r.ln nl 1nn / <br />DEMO 120LF EX RR DEMO EX ACP AS NEEDED <br />-\ TRACKS TO NEW DEMO 113LF EX 7' HIGH FOR COMM POLE CONSTRUCTION <br />BUMPING POST LOCATION CLF, SEE NOTE 7. SALVAGE DEMO 40LF EX RR <br />EX GATES, SEE NOTE 5 TRACKS TO NEW /SAWCUT EX ACP ALONG <br />BUMPING POST LOCATION PROP LINE & DEMO <br />�•• � " �- � -� ��-� _ � �EX ACP TO PROP LINE <br />/ : \ DEMO EX CONC <br />\ NINE 0 sm ��■■■■ ■■ �� BLOCKS w/CAP <br />J , n� cvrvc FOOTIn`Q EX VAULT ■� ■ ■ • ■ <br />is <br />PIP DEMO EX CONCOPE■ <br />\ BOLLARD, TY <br />�P <br />LINE� <br />RY� <br />DEMO 156LF EX RR t <br />TRACKS TO NEW <br />BUMPING POST LOCATION <br />NEW LOCATION FOR EX nr„n nn Tn.nl,� <br />BUMPING POST IN FRONT OF ,1 Tn Inl\IV11T NEAREST <br />EX GATES TO BE REMOVED. _ TO nn NE NEW BUMPING POST <br />-V-1�7- CUT EX RR TRACKS ON THE -7'---INSTALLED IN FRONT OF EX <br />PROJECT SITE SIDE OF <br />� _ GATE. CUT EX RR TRACKS - <br />BUMPING POST AND DEMO ON THE PROJECT SITE SIDE <br />THE SITE RR TRACKS. NSzF RAILR`D R.O.W. _ OF BUMPING POST AND <br />DEMO THE SITE RR TRACKS. - <br />\ I/ Vi::�' <br />18 <br />\ x \ 1 <br />�\ 1 <br />\ I <br />DEMO EX TREE, I <br />(14f 0 TRUNK) <br />1 17- <br />EX GRASS \ <br />--fX PVMT <br />-OP X _ <br />PROPERTY <br />�I (12'"Ot 0XTREE,T oP�o-oP=oalNE= <br />\ N:363269.05 cO EX TREE, I �c <br />M M172.20 (�EM- <br />15 f-V-TRUNK) x c�c� <br />EX PVMT M M ---� <br />M <br />N:363268.83 DEMO 60LF EX 6' HIGH CLF M <br />M <br />E:1302173.91 \ M M <br />■EESE MEMO Mmommommommommol <br />TO BLOCK STRORAGE AREA NORTON AVE I <br />-ssNEAR WHARF <br />- SS - \ <br />\ <br />EX UTILITY MH, PIP ss EX DWO BELOW <br />Ss \ GRADE PIP -18 <br />�- <br />DEMO 2 LF MEX M <br />CONC CUR <br />SAWCUT & DEMO EX A\CP F R <br />NEW DRIVEWAY. SEE NOTE _ <br />Man on <br />RELOC EX JERSEY BARRIER <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO.1600120 <br />-ss- \ <br />ss \ <br />\ss�SS- x <br />ss <br />- _ SS - SS <br />SS ss, <br />DEMOLMON DETAIL <br />D 1.11 D 1.7 SCALE: 1 "=10' <br />&2 <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />0 <br />10/15/2021 <br />NW <br />REVISED PER RFI 024 <br />AO <br />06/21/2021 <br />NW <br />ISSUED FOR BID <br />NO. <br />DATE <br />BY <br />REVISION <br />NO. DATE BY <br />REVISION <br />DEMOLMON NOTES <br />SAWCUT EX ACP ALONG <br />PROP LINE & DEMO <br />EX ACP TO PROP LINE <br />DEMO 20OLF EX 7' HIGH <br />CLF, SEE NOTE 7. SALVAGE <br />SATES, SEE NOTE 5 <br />I J� - _z <br />CLEAR & GRUB AREA EAST RELOC EX FLAG POLE <br />OF EX CLF TO PROP LINE & CONC BASE TO <br />NORTH GATE, SEE <br />EX RR TRACK, / SHT C2.2 DETAIL 2. ` <br />PROTECT -IN -PLACE TRACKSDENIO EX RR - <br />7' HIGH de <br />TIES TO <br />InINT NEAnrnT <br />- rn nnn nII /I Inl l <br />1. 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 />2. UTILITIES, STRUCTURES AND SITE FEATURES NOT INDICATED <br />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 <br />ACCORDANCE WITH THE SPECIFICATIONS. ANY FEES REQUIRED <br />FOR DISPOSAL ARE THE RESPONSIBILITY OF THE <br />CONTRACTOR. <br />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 />5. 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 />6. EXISTING ACP IN NORTON AVE IS APPROXIMATELY 6" THICK. <br />CONTRACTOR SHALL FIELD VERIFY THICKNESS AND REMOVE <br />THE FULL THICKNESS OF ACP MARKED FOR DEMO. <br />7. DEMOLITION OF EXISTING CHAINLINK FENCE SHALL INCLUDE <br />DEMOLITION OF EXISTING POSTS, CONCRETE FOUNDATIONS, <br />BARBED WIRE, AND FASTENERS. <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 <br />ASPHALT <br />DEMO EX <br />CONCRETE <br />SAWCUT <br />LINE <br />BUMPING <br />POST <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />DEMOLITION DETAILS <br />(4 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. D1.7 <br />CIP No. <br />1-8-900-05 <br />PROJECT <br />NO. MT-NT-2021-02.2 <br />SHEET NO. 17 OF 150 <br />0 <br />Z <br />a <br />U <br />LU <br />