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3.5.1 Summary and requirements of structure or facility support elements <br /> to be designed. Analyses and studies, including alternatives. <br /> 3.5.2 Shallow and/or deep foundation design recommendations. <br /> <br /> i 3.5.3 Discussion of potential seismicity and potential geologic hazards at <br /> the site and proposed designs to mitigate effects. <br /> 3.5.4 Seismic site hazard report, if required by the state building code, <br /> <br /> j including recommendations for foundation critena. <br /> - 3.5.5 Landslide mitigation and/or repair recommendations. <br /> 3.5.6 Suitability of on-site and imported soils for use in compacted fill. <br /> 3.5.7 Treatment of cut/fill lines or other differential transition beneath <br /> improvements. <br /> 3.5.8 Retaining structure design recommendations. <br /> 3.5.9 Earthwork structures design recommendations. <br /> 3.5.10 Compacted fill materials and construction methods recommendations. <br /> 3.5.11 Street, roadway, or airfield pavement soils-related design <br /> recommendations. <br /> 3.5.12 Access construction across slope easements. <br /> F 3.5.13 Zone of influence setbacks and construction constraints. <br /> E <br /> ~ 3.6 Construction Considerations. <br /> 3.6.1 Recommended construction procedures and considerations for <br /> ~ drainage, backfill materials, compaction requirements, weather limitations, quality <br /> assurance program. <br /> ~ 3.6.2 Inspection requirements during and following construction. <br /> i <br /> 3.7 Appendices 'Tables. and Graphic Presentations. Shall meet the same <br /> f requirements required in Levels 1 and 2, and include the following: <br /> 3.7.1 Tabulated summary of laboratory test results (if not included in body <br /> of rt <br /> ~ 3>7.2 Calculations and recommended design details for shallow and/or deep <br /> a ~ foundation elements. <br /> 3.7.3 Calculations and recommended design details for retaining structures <br /> and/or excavation bracing. <br /> 3.7.4 Recommended specifications for general earthwork fill and for <br /> landslide repairs, including acceptable soil or rock types, fill placement methods and <br /> requirements and quality assurance procedures. <br /> 3.7.5 Slope stability studies; recommended design details for cut slopes <br /> and/or reinforced slopes. <br /> 3.7.6 Site drainage studies; recommended design details for drainage <br /> I ~ methods and structures. <br /> 3.7.7 Special calculation sheets for unusual structures and recommended <br /> design .details. <br /> 3.7.8 Alternative analyses and studies. <br /> 3.8 Seal and Signatures Required. A Leve13 report shall be signed and sealed <br /> by a Geotechnical Engineer. <br /> 3.8.1 If the proposed development of the site does not involve significant <br /> structuresand/or facilities, geologic risks, constraints such as expansive clay, and/or <br /> landslide azeas, the project engineer may certify that reports prepared, signed and <br /> sealed by a Qualified Registered Professional for the Level 1 and. Level 2 . <br /> investigations are sufficient. <br /> Administrative Order - 13 <br /> r.\adminotdlrules\02gcotect?lao.wpd(09/05/02) <br /> <br />