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Color <br />Name Model <br />Una <br />Cohesion' <br />FS < 1.0 within <br />building footprint <br />a <br />Approx. Building <br />Footprint <br />0.12 <br />�� <br />30 <br />m <br />• <br />surcharge. 100 per <br />10 <br />_______ <br />_________________________________________ <br />10 <br />v <br />_u <br />c <br />D <br />m <br />c <br />o <br />Factm of Salary <br />o <br />zD <br />■ 0.10-0.2o <br />20 <br />> <br />m <br />■ 0.20-0.W <br />m <br />ul <br />aD <br />0.M-0.O <br />aD <br />W <br />❑ 0.a0-aso <br />3 <br />nD <br />❑0.W-O.W <br />■ 0.s0-o.ro <br /><D <br />� <br />o.so <br />� <br />sD <br />■ 08]-0.90 <br />NOW <br />� <br />■ 0 <br />bD <br />%-1.00 <br />■ 1.e0-1.ia <br />'CD <br />■ 1.10-1.20 <br />-70 <br />■ t 1.20 <br />-70 <br />aD <br />aD <br />M <br />0 w <br />m0 <br />iw mo <br />zso sw a0 <br />aoD <br />Distance (feet) <br />Cross Section A -A <br />Post -Earthquake Condition <br />Port of Everett Waterfront Place Center <br />Parcel A17 <br />Everett, Washington <br />3 <br />GWENGINEER� <br />Figure? <br />wegnr <br />IPPO <br />(Peq <br />PM1r <br />PI <br />Fil(W%51e0c strength) <br />MOM1r-Caubmb <br />120 <br />0 <br />26 <br />■ <br />Fit (Resitluel strength) <br />MOM1r-Caubmb <br />120 <br />0 <br />9 <br />■ <br />Glacially Consolmaim S011s <br />MOM-0Wbmb <br />130 <br />0 <br />02 <br />■ <br />Marine Ante Fill (ReslCusl5lreigN) <br />MOM-Cwbmb <br />110 <br />0 <br />] <br />■ <br />Recent Oapoeils (ReaiEual StrenglM1 <br />MOM1rCcubmb <br />125 <br />0 <br />d <br />