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ENGEO <br /> INCORPORATED <br /> <br /> <br />5150.100.101 <br />May 2, 2008 <br />6.6.3 Landscape Fill..........................................................................................................16 <br />6.7 SLOPES ...............................................................................................................................16 <br />6.7.1 Gradients..................................................................................................................16 <br />6.8 SITE DRAINAGE................................................................................................................16 <br />6.8.1 Surface Drainage......................................................................................................16 <br />6.8.2 Subsurface Drainage................................................................................................17 <br />7. FOUNDATION RECOMMENDATIONS.......................................................................18 <br />7.1 CONVENTIONAL FOOTINGS WITH SLAB-ON-GRADE.............................................18 <br />7.2 FOOTING DIMENSIONS AND ALLOWABLE BEARING CAPACITY .......................19 <br />7.3 WATERSTOP......................................................................................................................19 <br />7.4 REINFORCEMENT ............................................................................................................20 <br />7.5 FOUNDATION LATERAL RESISTANCE.......................................................................20 <br />7.6 SETTLEMENT....................................................................................................................20 <br />8. SLABS-ON-GRADE..........................................................................................................21 <br />8.1 EXTERIOR FLATWORK...................................................................................................21 <br />8.2 INTERIOR CONCRETE FLOOR SLABS..........................................................................21 <br />8.2.1 Minimum Design Section........................................................................................21 <br />8.2.2 Slab Moisture Vapor Reduction...............................................................................21 <br />8.3 TRENCH BACKFILL .........................................................................................................22 <br />9. RETAINING WALLS .......................................................................................................23 <br />9.1 LATERAL SOIL PRESSURES...........................................................................................23 <br />9.2 RETAINING WALL DRAINAGE......................................................................................24 <br />9.3 BACKFILL ..........................................................................................................................24 <br />9.4 FOUNDATIONS .................................................................................................................25 <br />10. PAVEMENT DESIGN.......................................................................................................25 <br />10.1 FLEXIBLE PAVEMENTS.............................................................................................25 <br />10.2 RIGID PAVEMENTS.....................................................................................................26 <br />10.3 SUBGRADE AND AGGREGATE BASE COMPACTION..........................................26 <br />10.4 CUT-OFF CURBS..........................................................................................................26 <br />11. RISK MANAGEMENT.....................................................................................................27 <br />12. LIMITATIONS ..................................................................................................................27