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PORT GARDNER BAY \ <br />EAST WATERWAY <br />/ <br />/ CONIC BLOCK <br />STORAGE AREA <br />X CONIC BLOCKS <br />EX TOP MIF- COMM POLE, TYP <br />REPL EX OUTFALL A OF BANK <br />WITH NEW 18" OUTFALL / <br />J / <br />° z / <br />OUTFACE A <br />/ EX DOCK / <br />1 / <br />x � <br />DUNLAP <br />x (PORT OF <br />EVERETT) <br />oa <br />mt7 <br />NT-HML-01 <br />EX <br />ASPHALT <br />WHARF <br />EX <br />CONIC <br />WHARF <br />EX�.� <br />BERM <br />0 <br />EX WOOD DOCK <br />\m <br />NT-HML-02 <br />OUTER HARBOR LINE <br />INNER HARBOR LINE <br />EX CONIC STRUCTURE <br />e EX RIPRAP SHORELINE <br />dp <br />m <br />o <br />HIGH -FLOW STORMWATER <br />BYPASS/LIFT STATION SYSTEM <br />NOTES LEGEND <br />EX BERTHING FLOAT 2 4 <br />1. GEOGRID IS SHOWN WITHIN THE PAVEMENT BASE COURSE <br />IN AREAS WHERE EXISTING REMAINING FOUNDATIONS ARE ❑ 9" ASPH PVMT OVER 12" CSBC <br />WITHIN CLOSE PROXIMITY TO THE PROPOSED PAVEMENT (APPROX 2-3.29 & 31.8 ACRES) <br />\ SUBGRADE. 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WATSON PROJECT <br />Seattle, Washington 98101 . . . .APPROVED -Y: PAVING OVERALL PLAN NO, MT-NT-2021 -02.2 <br />PROJECT(425) 259-3164 1. 1.1NO.6 1. 1 11 0 <br />®0 0®0 <br />SHEET NO. 29 OF 150 <br />O® <br />0 <br />0 / <br />NT-TD-04 <br />CONIC GUTTER, TYP <br />C3.1�C3.2 <br />TRENCH DRAIN, TYP <br />a <br />I.L <br />0 <br />U <br />LU <br />w <br />