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<br /> <br />APPENDIX C <br /> <br />EARTHWORK AND GRADING RECOMMENDATIONS <br /> <br />These earthwork and grading specifications are for the grading and earthwork shown on <br />the approved grading or construction plan(s) and/or indicated in the geotechnical <br />report(s). Earthwork and grading should be conducted in accordance with applicable <br />grading ordinances, the current California Building Code, and the recommendations of this <br />report. The following recommendations are provided regarding specific aspects of the <br />proposed earthwork construction. These recommendations should be considered subject <br />to revision based on field conditions observed by the geotechnical consultant during <br />grading. <br /> <br />Geotechnical Consultant of Record <br /> <br />Prior to commencement of work, the owner shall employ the Geotechnical <br />Consultant of Record. The Geotechnical Consultant shall be responsible for reviewing <br />the approved geotechnical report(s) and accepting the adequacy of the preliminary <br />geotechnical findings, conclusions, and recommendations prior to the <br />commencement of grading or construction. <br /> <br />During grading and earthwork operations, the Geotechnical Consultant shall <br />observe, map, and document the subsurface exposures to verify the geotechnical <br />design assumptions. If the observed conditions are found to be significantly different <br />than the interpreted assumptions during the design phase, the Geotechnical <br />Consultant shall inform the owner, recommend appropriate changes in design to <br />accommodate the observed conditions, and notify the review agency where <br />required. Subsurface areas to be geotechnically observed, mapped, elevations <br />recorded, and/or tested include natural ground, after it has been cleared for <br />receiving fill but before it has been placed, bottoms of all “remedial removal areas, <br />all key bottoms, and benches made on sloping ground to receive fill. <br /> <br />The Geotechnical Consultant shall observe the moisture-conditioning and processing <br />of the subgrade and fill materials and perform relative compaction testing of fill to <br />determine the attained level of compaction. The Geotechnical Consultant shall <br />provide the test results to the owner and the contractor on a routine and frequent <br />basis. <br /> <br />The Earthwork Contractor <br /> <br />The Earthwork Contractor shall be solely responsible for performing the grading in <br />accordance with the plans and specifications. The Earthwork Contractor shall review <br />and accept the plans, geotechnical report(s) and these Specifications prior to the <br />commencement of grading. The Earthwork Contractor shall have the sole <br />96 of 100 <br />1327 S Grand Ave <br />12/12/2024