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4.6.11. Sedimentation and Erosion Control........................................................................................ 16 <br /> 4.7. Pavement Recommendations....................................................................................................... 16 <br /> 4.7.1. Subgrade Preparation.............................................................................................................. 16 <br /> 4.7.2. New Hot-Mix Asphalt Pavement.............................................................................................. 16 <br /> 4.7.3. Portland Cement Concrete Pavement.................................................................................... 16 <br /> 4.7.4. Asphalt-Treated Base .............................................................................................................. 17 <br /> 4.8. Drainage Considerations............................................................................................................... 17 <br /> 4.9. Lid and Infiltration Considerations................................................................................................ 17 <br /> 5.0 RECOMMENDED ADDITIONAL GEOTECHNICAL SERVICES.............................................................18 <br /> 6.0 LIMITATIONS...................................................................................................................................... 18 <br /> 7.0 REFERENCES..................................................................................................................................... is <br /> LIST OF FIGURES <br /> Figure 1.Vicinity Map <br /> Figure 2. Site Plan <br /> Figure 3. Wall Drainage and Backfill <br /> Figure 4. Compaction Criteria for Trench;8ackfill <br /> APPENDICES <br /> Appendix A. Field Explorations <br /> Figure A-1. Key to Exploration logs <br /> Figures A-2 through,A-5. Log of Borings <br /> Appendix B. Laboratorytesting <br /> Figure B-1.Sieve Analysis Results <br /> Appendix C. Logs of Previous Explorations <br /> Appendix D. Report Limitations and Guidelines for Use <br /> GWENGINEER� 1[t1y22.2(li3 Pageii <br /> Ne.�831E-011-00 <br />