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M98168GE • <br />TABLE OF CONTENTS <br />1.0 INTRODUCTION <br />1.1 Proposed Construction <br />1.2 Scope of Services <br />2.0 SITE CHARACTERISTICS <br />2.1 Site Location <br />2.2 Site Conditions <br />2.3 Subsurface Conditions <br />3.0 ON-SITE DEVELOPMENT CONSIDERATIONS <br />4.0 EXCAVATION CUT AND PLACED FILL SLOPE <br />5.0 FOUNDATION RECOMMENDATIONS <br />5.1 Drilled Piers <br />5.2 Spread Footings <br />6.0 INTERIOR FLOOR SLAB DISCUSSION <br />7.0 COMPACTED STRUCTURAL FILL <br />8.0 LATERAL EARTH PRESSURES <br />9.0. DRAIN SYSTEM <br />10.0 BACKFILL <br />11.0 SURFACE DRAINAGE <br />12.0 LANDSCAPE IRRIGATION <br />13.0 SOIL CORROSIVITY TO CONCRETE <br />14.0 RADON CONSIDERATIONS <br />15.0 POST DESIGN CONSIDERATIONS <br />15.1 Structural Fill Quality <br />15.2 Concrete Quality <br />16.0 LIMITATIONS <br />MATERIALS TESTING CONCEPT <br />ASFE PUBLICATION <br />PROJECT VICINITY MAP <br />TEST BORING LOCATION SKETCH <br />TOE KEY,BENCH CONCEPT <br />TOE AND BENCH DRAIN CONCEPT <br />SURFACE DRAIN DITCH CONCEPT <br />EMBEDMENT CONCEPT <br />DRAIN SYSTEM CONCEPT <br />FIELD STUDY <br />KEY TO LOG OF TEST BORING <br />LOG OF TEST BORINGS <br />LABORATORY STUDY <br />SWELL-CONSOLIDATION TESTS <br />UNCONFINED COMPRESSIVE STRENGTH TEST <br />GENERAL GEOTECHNICAL ENGINEERING <br />CONSIDERATIONS <br />RADON FLOW CONCEPT <br /> <br />Page 1 <br />1 <br />CONSIDERATIONS <br />10 <br />14 <br />15 <br />16 <br />17 <br />18 <br />19 <br />20 <br />20 <br />20 <br />21 <br />21 <br />22 <br />23 <br />Figure 1 <br />2 <br />5 <br />6 <br />7 <br />Appendix A <br />Figures Al <br />Figures A2 - A7 <br />Appendix B <br />Figures B1 - 83 <br />Figure B4 <br />Appendix C <br />Figure C1 <br />~iambert ana S~~~ociate~ <br />f,OMWLTiM00[OTlCMMIC~L IMO~MIlp HMO <br />Y~TIM~I TllTMO <br />