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'0;o 2735 <br /> ; it;OU3 <br /> l.i`!I <br /> o- - <br /> r <br /> 0 :till dffi •6(Yl tffi t00fi 1:00 1400 0 �0 40] 5fY1 9 fl IU1 I?00 1 ' <br /> Notes: <br /> 1. Analysis conducted in Slide 5.0 <br /> 2. Factor of Safety of 1.05 used to determine Stability in accodance with CALTRANS <br /> Guidelines on foundation loading and deformation due to licuefaction induces <br /> lateral spreading(2012). <br /> 3. One half of PGAm used for lateral spread analysis to deternine slope stability. <br /> DRAWN BY FIGURE 4 <br /> IBM <br /> ADDENDUM TO GEOTECHNICAL LATERAL SPREAD MSP 5 <br /> ENGINEERING REPORT CHEO`B` <br /> HWA Gi oSc'Icrrc L'S INC. ANALYSIS SUMMARY DH PROJECT# <br /> RIVERFRONT BOULEVARD C_CI DATE: 2015-061-21 <br /> EVERETT,WASHINGTON 05-13-19 TASK 600-7 <br />