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I <br /> 1 <br /> TABLE OF CONTENTS <br /> 1 <br /> Page No. <br /> -0 <br /> EXECUTIVE SUMMARY ES-1...ES-2 <br /> IINTRODUCTION 1 <br /> a PROJECT DESCRIPTION 1 <br /> ' PURPOSE AND SCOPE 1 <br /> 11 FIELD EXPLORATIONS AND LABORATORY TESTING 1 <br /> FIELD EXPLORATIONS 1 <br /> LABORATORY TESTING 1 <br /> SITE CONDITIONS 2 <br /> 1 SURFACE CONDITIONS 2 <br /> 11 GEOLOGY 2 <br /> SUBSURFACE CONDITIONS 2 <br /> GROUNDWATER CONDITIONS 3 <br /> 1 CONCLUSIONS AND RECOMMENDATIONS 3 <br /> EARTHQUAKE ENGINEERING 3 <br /> 2003 IBC Seismic Design Information 3 <br /> Liquefaction.... 3 <br /> EARTHWORK 3 <br /> Clearing and Site Preparation 4 <br /> Subgrade Preparation 4 <br /> 11 Structural Fill 5 <br /> Utility Trenches 6 <br /> Weather Considerations 7 <br /> 1 Erosion and Sedimentation Control 7 <br /> Permanent Slopes 8 <br /> Drainage Considerations 8 <br /> 11 EXCAVATIONS 8 <br /> Temporary Cut Slopes 9 <br /> Soldier Pile and Timber Lagging Wails 10 <br /> 1 SHALLOW FOUNDATIONS 10 <br /> Foundation Design 10 <br /> Foundation Settlement 11 <br /> 11 Construction Considerations 11 <br /> Lateral Resistance 11 <br /> Footing Drains 11 <br /> BELOW-GRADE WALLS AND RETAINING WALLS 12 <br /> I Design Parameters 12 <br /> Wall Drainage 12 <br /> I Other Considerations 13 <br /> SLAB-ON-GRADE FLOOR 13 <br /> Subgrade Preparation 13 <br /> Design Parameters 13 <br /> I <br /> File No.12547-001-00 Page i GEOENGINEER <br /> February 3,2006 <br />