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Color <br />Name Model <br />Una <br />Cohesion <br />Yield Acceleration = <br />0.25g <br />ap <br />Approx. Building <br />Qp <br />Footprint <br />'0 <br />t.ot <br />�� <br />30 <br />x <br />• <br />surcharge. 10D psr <br />10 <br />____________________________________________________________________ <br />10 <br />vo <br />___________________________________________________________ <br />__ <br />o <br />u <br />v <br />-"e— <br />io <br />o <br />c <br />0 <br />Facia NSafety <br />_o <br />20 <br />■ 0.99 -1.29 <br />aD <br />m <br />Lateral Spreading=2.1 inches <br />■129-159 <br />m <br />W <br />aD <br />01.59-1.(19 <br />aD <br />W <br />1. rf9-2.19 <br />3 <br />-00 <br />2,19 - 2.49li <br />-00 <br />■ 2,49 219 <br />■ <br />309-3.09 <br />■ 3.09-3.39 <br />40 <br />■ 339-3.69 <br />bD <br />■ 369-3.99 <br />bD <br />■ 3.99 - 4.29 <br />-70 <br />■ i 4.29 <br />ao <br />so <br />aD <br />w <br />D w <br />100 <br />isD <br />200 xo <br />as aeo <br />an <br />Distance (feet) <br />Cross Section A -A <br />Seismic Condition (Post -Ground Improvement) <br />Port of Everett Waterfront Place Center Parcel A17 <br />Everett, Washington <br />3 <br />GMENGINEER� <br />Figure9 <br />wegm <br />111p0 <br />Ip•0 <br />Cohesion' <br />IPe9 <br />PM1r <br />19 <br />Fil(W%51e4c atrengN) <br />Mom-Caubmb <br />120 <br />0 <br />24 <br />■ <br />Fil (Residual strength) <br />MOM1r-Cmbmb <br />120 <br />0 <br />9 <br />■ <br />Glacially Consolidated Soils <br />Mom-CoubmD <br />130 <br />0 <br />42 <br />■ <br />Ground lmprolemem <br />Untlminetl lPM1I=0) <br />125 <br />23,000 <br />■ <br />Marine Area Fill (Residual straroMl <br />Mom-Caubmb <br />110 <br />0 <br />] <br />■ <br />Recent Oeposils (Residual StrenglM1 <br />Mom-Caubmb <br />125 <br />0 <br />4 <br />