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i <br /> TABLE OF COPJTENTS <br /> Paqe No. <br /> � <br /> INTRODUCTION AND PROJECT UNDERSTANDING....................... ......... .................... .........................1 <br /> SITECONDITIOPJS.......................................................................................................................................1 <br /> SURFACECONDITIONS....................................................................................................................t <br /> , SUBSURFACE CONDITIONS ............................................................................................................2 <br /> SoilConditions...........................................................................................................................2 <br /> � Groundwater Conditions............................................................................................................2 <br /> CONCLUSIONS AND RECOMMENDATIONS.............................................................................................2 <br /> GENERAL............................................................................................................................................2 <br /> IEARTHWORK................................ ....................................................................................................3 <br /> STRUCTUR,4L FILL............................................................................................................................4 <br /> SHALLOWFOUNDATIONS................................................................................................................4 <br /> IFLOOR SLAB SUPPORT....................................................................................................................5 <br /> ILATERAL RESISTANCE.....................................................................................................................5 <br /> DRAINAGECONSIDERATIONS........................................................................................................5 <br /> PAVEMENT CONSIDERATIOIJS................................................. ....................................................5 <br /> AsphaitParking and Drive Are�s...............................................................................................5 <br /> SEISMICCONSIDERAT IONS ............................................................................................................6 <br /> Seismicity...................................................................................................................................6 <br /> Ij Site Coefficients.........................................................................................................................7 <br /> LiquefactionPotential.................................................................................................................7 <br /> OtherConsiderations.................................................................................................................7 <br /> LIMITATIONS................................................................................................................................................8 <br /> List of Table <br /> Speclral Response Accelerations in Accordance with 2006 IBC..................................................................7 <br /> List of Figures <br /> Figure 1. Vicinity Map <br /> Fioure 2. Site Plan —Marine Dryslack and Retail Structure <br /> I <br /> APPENDICES <br /> Appendix A—Field Explorations and Laboratory Testing <br /> Appendix A Figures <br /> Figure A-1 —Key to Exploration Logs <br /> Figures A-2...A-3—Log of Borings <br /> Figures A-4...A-8—Bayside Marine Drystack Building CPT 1 lhrough 5 <br /> Figure A-9—Consolidation Test Results <br /> Appendix B —Report Limitations and Guidelines for Use <br /> !'�i(r h'o. 1165_'-001-00 Pdb'G't GEOENGINEER� <br /> A'urrrnLrr 6.?006 <br />