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Phelan Development Holly Master Plan - Buildings H & 1 <br /> 15188.000.006 Geotechnical Exploration <br /> TABLE OF CONTENTS (Continued) <br /> 5.7.2.1 General............................................................................................. 15 <br /> 5.7.2.2 Structural Areas................................................................................ 15 <br /> 5.8 SITE DRAINAGE.......................................................................................................... 16 <br /> 5.8.1 Surface Drainage............................................................................................. 16 <br /> 6.0 FOUNDATION RECOMMENDATIONS ............................................................. 16 <br /> 6.1 GROUND IMPROVEMENT.......................................................................................... 16 <br /> 6.2 CONVENTIONAL FOOTINGS WITH SLAB-ON-GRADE .............................................. 16 <br /> 6.2.1 Footing Dimensions and Allowable Bearing Capacity....................................... 16 <br /> 6.2.2 Reinforcement ................................................................................................. 17 <br /> 6.2.3 Foundation Lateral Resistance......................................................................... 17 <br /> 6.2.4 Settlement ....................................................................................................... 17 <br /> 7.0 SLABS-ON-GRADE........................................................................................... 18 <br /> 7.1 INTERIOR CONCRETE FLOOR SLABS ...................................................................... 18 <br /> 7.1.1 Lime-Treated Subgrade ................................................................................... 18 <br /> 7.1.2 Slab Thickness................................................................................................. 18 <br /> 7.1.3 Slab Moisture Vapor Reduction........................................................................ 19 <br /> 7.2 EXTERIOR FLATWORK............................................................................................... 19 <br /> 7.3 TRENCH BACKFILL..................................................................................................... 19 <br /> 8.0 RETAINING WALLS .......................................................................................... 19 <br /> 8.1 LATERAL SOIL PRESSURES...................................................................................... 19 <br /> 8.2 RETAINING WALL DRAINAGE....................................................................................20 <br /> 8.3 BACKFILL....................................................................................................................20 <br /> 8.4 FOUNDATIONS ...........................................................................................................21 <br /> 9.0 PAVEMENT DESIGN ......................................................................................... 21 <br /> 9.1 FLEXIBLE PAVEMENTS..............................................................................................21 <br /> 9.2 RIGID PAVEMENTS.....................................................................................................21 <br /> 9.3 SUBGRADE AND AGGREGATE BASE COMPACTION...............................................22 <br /> 9.4 CUT-OFF CURBS........................................................................................................22 <br /> 10.0 LIMITATIONS AND UNIFORMITY OF CONDITIONS ....................................... 22 <br /> SELECTED REFERENCES <br /> FIGURES <br /> APPENDIX A— Exploration Logs <br /> APPENDIX B — Laboratory Test Data <br /> APPENDIX C — CPT Data <br /> APPENDIX D — Liquefaction Analysis <br /> ENGEOii of ii December 13, 2021 <br /> Expect Excellence— <br />