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1 1, <br />O <br />PORT GARDNER BAY <br />EAST WATERWAY <br />EX <br />ASPHALT <br />CONC BLOCK WHARF <br />STORAGE AREA <br />X CONC BLOCKS <br />EX TOP / <br />OF BANK <br />J o <br />•I <br />a i lI <br />o �• <br />EX DOCK /� e <br />o / M EX BRUSH N <br />DUNLAP R 83 84 <br />(PORT OF 2 20 } 3 <br />EVERETT) / <br />EX <br />CONC <br />WHARF <br />EX BERM <br />o <br />y <br />__w_w <br />2 <br />I . <br />3'4'5,6 7 <br />I <br />EX LOADING <br />DOCK, TYP <br />EX WAREHOUSE <br />BLDG <br />w-----------� <br />w <br />Port o, f <br />EVERETT <br />P,0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />m- <br />w <br />7 <br />EX LOADING DOCK <br />E <br />A <br />uloa) <br />= o I ❑ <br />El <br />= D = <br />o _ O= _ <br />V� l0 5 <br />8 9 <br />10 <br />11 <br />EX DWO <br />ABOVE GRADE <br />17 C <br />E_� <br />0 <br />O <br />\>\,\�, m \ <br />OUTER HARBOR LINE <br />NOTES <br />EX BERTHING FLOAT <br />INNER HARBOR LINE 1. GEOGRID IS SHOWN WITHIN THE PAVEMENT BASE COURSE IN AREAS <br />— — — — WHERE EXISTING REMAINING FOUNDATIONS ARE WITHIN CLOSE <br />EX CONC STRUCTURE PROXIMITY TO THE PROPOSED PAVEMENT SUBGRADE. SEE SHEET G3.1 <br />\ FOR FORMER BUILDING FOUNDATION FOOTPRINT AREAS. <br />o EX RIPRAP SHORELINE ` <br />EX WOOD DOCK \ �P40P <br />0 EX BARGE DOCK, PIP <br />LEGEND <br />` HMA PAVEMENT <br />�� �♦ SINGLE LAYER GEOGRID <br />(SEE C3.21 FOR HORIZONTAL CONTROL) C3.21 C3.2 <br />HMA PAVEMENT l� <br />MULTI -LAYER GEOGRID <br />FNF (SEE C3.21 FOR HORIZONTAL CONTROL) C3.21 C3.2 <br />PAVEMENT GEORGRID <br />•• �� XX HORIZONTAL CONTROL POINT <br />(SEE C3.22 FOR GEOGRID HORIZONTAL CONTROL SCHEDULE) <br />OP <br />PLACE GEOGRID OVER EX SD/ EX ASPH ROAD OP —'-�EX VEG� I <br />STRUCTURES. EXTEND GEOGRID 3' MIN 0 4° <br />ON ALL SIDES EXCEPT EXTEND TO EX <br />FENCE -ON NORTH SIDE-.-S-EE SHTB4.6 75 76 a' z <br />EX P D \ \ oP EX ROCK <br />SUBSTATION x \ \ \ �� BULKHEAD <br />X SAND— .. .. <br />BELOW GROUND <br />EX HOPE PIPE <br />oov�—00000000---- A <br />ABOVE GRADE, PIP <br />a (a)M — <br />WEST MARINE VIE DRIVE (SR 529) <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO.1600120 <br />0 <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />AO <br />06/21/2021 <br />NW <br />ISSUED FOR BID <br />NO. <br />DATE <br />BY <br />REVISION <br />WIN <br />1101140 <br />NO. DATE BY <br />REVISION <br />61 <br />i • <br />44 <br />,.�'s....••.e�., <br />.. s...�s�.�.t►2m,,?►wry,,;CITY OF EVERETT <br />`��►<;.,��3y��r''�•�•.�.�.••�, <br />PORT GARDNER <br />WIN SIORIVIVVATER <br />FACILITY <br />m <br />p <br />M p F p <br />. <br />-p <br />M <br />PROJECT ENGINEER: <br />SCALE: <br />RECORD CONDITIONS <br />N. WATSON <br />1 " = 80' <br />ILLUSTRATED IN THESE <br />PLANS REFLECT <br />DESIGNED BY: <br />DATE: <br />J. BECKER <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 />PROPERLY <br />EX GVL J <br />66 Z <br />j,4,80' 0 80' 160' <br />40' 120' <br />EX 0 <br />ASPH SCALE: 1 "=80' <br />O <br />z <br />17-�o <br />yn i U11► AV.E <br />PORT OF EVERETT <br />� CALL 46HOURS <br />BEFORE YOU DIG <br />DIAL 81 <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 />J DWG. NO. C3.21 <br />NORTON TERMINAL DEVELOPMENT CIP NO. <br />& MTCA 3RD INTERIM ACTION 1-8-900-05 <br />PROJECT <br />PAVEMENT GEOGRID NO. MT-NT-2021-02.2 <br />HORIZONTAL CONTROL SITE PLAN SHEET NO 43 OF 150 <br />Z <br />a <br />LIB <br />U <br />W <br />w <br />