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TABLE OF CONTENTS <br />E-8602 <br />PAGE <br />INTRODUCTION .......................... <br />1 <br />General ........................... <br />1 <br />Project Description ........................................... <br />2 <br />SITE CONDITIONS ............................................... <br />Surface ...................................... <br />3 <br />Subsurface ....................................... <br />3 <br />Groundwater ...................................... <br />4 <br />Laboratory Testing ........................................... <br />4 <br />DISCUSSION AND RECOMMENDATIONS ............................... <br />4 <br />Genera .............. ...................... <br />Site Preparation and General Earthwork <br />5 <br />7 <br />Temporary Shoring ............................. <br />9 <br />Foundations .............................................. <br />10 <br />Conventional Foundations ................................ <br />11 <br />Pile Foundations ...........••••••••••••" <br />....... <br />12 <br />Seismic Deign Considerations ........................ <br />• • • ' ' ... <br />13 <br />Permanent Retaining and Foundation Walls ................. <br />• • • . <br />14 <br />Slab -on -Grade Floors <br />14 <br />Site Drainage .................................. <br />15 <br />Excavations and Slopes <br />• .. . <br />15 <br />1jtility Trench Backfill • . <br />' ' ' ' ' ' ' ' ' ' ' <br />16 <br />LIMITATIONS .................................................. <br />16 <br />Additional Services ......................................... <br />....... <br />APPENDICES <br />Appendix A Field Exploration <br />Appendix B Laboratory Test Results <br />ILLUSTRATIONS <br />Plate 1 <br />Vicinity Map <br />Boring and Test Pit Location Plan <br />Plate 2 <br />Plate 3 <br />Cantilever Wall Design <br />Typical Footing Subdrain Detail <br />Plate 4 <br />Typical Utility Trench Fill <br />Plate 5 <br />Plate Al <br />Legend <br />Plates A2 through A13 <br />Boring and Test Pit Logs <br />Plate B1 through B3 Grain Size Analyses <br />E.nh Can-uhaml. Inc. <br />