New Search
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 />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 />including recommendations for foundation critena. <br />- 3.5.5 Landslide mitigation and/or repair. recommendations. <br />3.5.6 Suitability of on-site anal imported soils for use in compacted fill. <br />3.5.7 Treatment of cutlfill 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 />3.5.13 Zone of influence setbacks and construction constraints. <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 />3.7 Appendices, 'Tables. and Graphic Presentations. Shall meet the same <br />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 report). <br />3.7.2 Calculations and recommended design details for shallowand/or deep <br />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 />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 Rem. A Leve13 report shall be signed and. sealed <br />by a Geotechlucal Engineer. <br />3.8.1 If the proposed development of the site does not involve significant <br />structures and/or facilities, geologic risks, constraints such as expansive clay, and/or <br />landslide areas, 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 />rladminordlrulesl02geotechl ao.wpd(09/05/02) <br />