Laserfiche WebLink
<br />LESTER-SHRINER PROPERTY <br />132-8-2 <br />Page ii <br /> <br />6.6 Subgrade Preparation --------------------------------------------------------------------------------------- 15  <br />6.7 Material for Fill ------------------------------------------------------------------------------------------------ 15  <br />6.8 Compaction Requirements -------------------------------------------------------------------------------- 15  <br />6.9 Permanent Cut and Fill Slopes --------------------------------------------------------------------------- 16  <br />6.9.1 Engineered Fill Buttress ................................................................................................ 16  <br />6.9.2 Keyways and Benches .................................................................................................. 16  <br />6.9.3 Fill Drainage .................................................................................................................. 17  <br />6.10 Site Drainage -------------------------------------------------------------------------------------------------- 17  <br />6.10.1 General Surface Drainage ......................................................................................... 17  <br />6.10.2 Lot Surface Drainage ................................................................................................. 17  <br />6.11 Permanent Erosion Control Measures ------------------------------------------------------------------ 18  <br />SECTION 7: FOUNDATIONS ....................................................................................................... 18  <br />7.1 Summary of Recommendations -------------------------------------------------------------------------- 18  <br />7.2 Seismic Design Criteria ------------------------------------------------------------------------------------- 18  <br />7.3 Building Setbacks -------------------------------------------------------------------------------------------- 18  <br />Table 2: Preliminary Building Setbacks .................................................................................... 19  <br />7.4 Post-Tensioned Mat Foundations ------------------------------------------------------------------------ 19  <br />SECTION 8: CONCRETE SLABS AND PEDESTRIAN PAVEMENTS ......................................... 19  <br />8.1 Exterior Flatwork --------------------------------------------------------------------------------------------- 19  <br />SECTION 9: VEHICULAR PAVEMENTS ...................................................................................... 20  <br />9.1 Asphalt Concrete --------------------------------------------------------------------------------------------- 20  <br />Table 3: Preliminary Asphalt Concrete Pavement Recommendations (R-value = 5) ................ 20  <br />Table 4: Preliminary Asphalt Concrete Pavement Recommendations (R-value = 30) .............. 20  <br />SECTION 10: LIMITATIONS ......................................................................................................... 20  <br />SECTION 11: REFERENCES ....................................................................................................... 21  <br /> <br /> <br />FIGURE 1: VICINITY MAP <br />FIGURE 2: SITE TOPOGRAPHIC PLAN AND GEOLOGIC MAP <br />FIGURE 3: REGIONAL GEOLOGIC MAP <br />FIGURE 4: REGIONAL FAULT MAP <br />FIGURE 5: CUT/FILL TRANSITION OVER-EXCAVATION DETAIL <br />FIGURE 6: TYPICAL KEYWAY AND BENCH DETAIL <br />FIGURE 7: TYPICAL KEYWAY AND BENCH SUBDRAIN DETAIL <br /> <br />APPENDIX A: CURRENT FIELD INVESTIGATION <br />APPENDIX B: PREVIOUS SUBSURFACE & LABORATORY TEST DATA (1998) <br /> <br /> <br />CORNERSTONE <br />EARTH GROUP