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CITY OF SANTA ANA <br />Planning and Building Agency <br />TABLE OF CONTENTS <br />INTRODUCTION...................................................................................... <br />SITECONDITIONS........................................................................................ <br />Approved <br />FOR PERMIT ISSUANCE <br />Master ID: <br />Date: <br />......................1 <br />PROPOSEDDEVELOPMENT................................................................................................1 <br />FIELDEXPLORATION............................................................................................................1 <br />SUBSURFACE CONDITIONS.................................................................................................2 <br />SoilProfile............................................................................................................................2 <br />Groundwater........................................................................................................................2 <br />SEISMICHAZARDS................................................................................................................2 <br />SurfaceRupture...................................................................................................................2 <br />Liquefaction.......................................................................................................................... <br />3 <br />Landslides............................................................................................................................3 <br />SEISMIC DESIGN CRITERIA..................................................................................................3 <br />LiquefactionPotential...........................................................................................................3 <br />California Building Code Seismic Parameters.......................................................................4 <br />LABORATORY TESTING...............................................................................................5 <br />CLASSIFICATION...................................................................................................................6 <br />LOAD CONSOLIDATION TEST (ASTM:D-2435).....................................................................6 <br />DIRECT SHEAR TESTS (ASTM:D-3080)................................................................................6 <br />GRAIN SIZE DISTRIBUTION (ASTM:D-422)...........................................................................6 <br />ATTERBERG LIMITS (ASTM:D-4318).....................................................................................6 <br />MAXIMUM DENSITY/OPTIMUM MOISTURE (ASTM:D-1557)................................................7 <br />EXPANSION TEST (ASTM:D-4829)........................................................................................7 <br />CONCLUSIONS AND RECOMMENDATIONS...............................................................7 <br />GENERAL...............................................................................................................................7 <br />SITEPREPARATION / GRADING...........................................................................................7 <br />FILLPLACEMENT...................................................................................................................8 <br />FOUNDATIONDESIGN..........................................................................................................9 <br />Typeof Foundation..............................................................................................................9 <br />SoilBearing Pressure...........................................................................................................9 <br />Settlement............................................................................................................................9 <br />SLABS -ON -GRADE ................................................................................................................. <br />9 <br />LATERAL RESISTANCE.......................................................................................................10 <br />RETAININGWALLS..............................................................................................................10 <br />PAVEMENT SECTIONS........................................................................................................11 <br />ON -SITE INFILTRATION FACILITIES...................................................................................12 <br />CONSTRUCTIONCUTS.......................................................................................................13 <br />EXCAVATION OBSERVATIONS...........................................................................................13 <br />DRAINAGE............................................................................................................................13 <br />REVIEW................................................................................................................................14 <br />REGULATORY AGENCY REVIEW AND ADDITIONAL CONSULTING <br />................................14 <br />COMMENTS..................................................................................................................14 <br />A.G.I. Geotechnical, Inc. • 16555 Sherman Way, Suite A • Van Nuys, CA 91406 <br />Lz1 Office: (818)785-5244 • Facsimile: (818)785-6251 <br />