Admin Order 58-02-25-F - Laserfiche WebLink

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3.5 Geotechnical Engineering Design Recommendations Specific to the Prolect. 3.5.1 Summary and design requirements for significant structures and/or facilities. Analyses and studies, including alternatives. 3.5.2 Shallow and/or deep foundation design recommendations. 3.5.3 Discussion of potential seismicity and potential geologic hazards at the site and proposed designs to mitigate effects. 3.5.4 Seismic site hazard report, if required by the state building code, including recommendations for foundation criteria. 3.5.5 Landslide mitigation and/or repair recommendations. 3.5.6 Suitability of on-site and imported soils for use in compacted fill. 3.5.7 Treatment of cut/fill lines or other differential transition beneath improvements. 3.5.8 Retaining structure design recommendations. 3.5.9 Earthwork structures design recommendations. 3.5.10 Compacted fill materials and construction methods recommendations. 3.5.11 Street, roadway, or airfield pavement soils-related design recommendations. 3.5.12 Access construction across slope easements. 3.5.13 Zone of influence setbacks and construction constraints. 3.5.14 Summary of geologic risks, constraints such as expansive soil which cannot be mitigated by removal, and/or potential or existing landslide areas and mitigation measures. 3.6 Construction Considerations. 3.6.1 Recommended construction procedures and considerations for drainage, backfill materials, compaction requirements, weather limitations, quality assurance program. 3.6.2 Inspection requirements during and following construction. 3.7 Appendices. Tables. and Graphic Presentations. Shall meet the same requirements required in Levels 1 and 2, and include the following: 3.7.1 Tabulated summary of laboratory test results (if not included in body of report). 3.7.2 Calculations and recommended design details for shallow and/or deep foundation elements. 3.7.3 Calculations and recommended design details for retaining structures and/or excavation bracing. 3.7.4 Recommended specifications for general earthwork fill and for landslide repairs, including acceptable soil or rock types, fill placement methods and requirements and quality assurance procedures. 3.7.5 Slope stability studies; recommended design details for cut slopes and/or reinforced slopes. 3.7.6 Site drainage studies; recommended design details for drainage methods and structures. 3.7.7 Special calculation sheets for unusual structures and recommended design details. 3.7.8 Alternative analyses and studies. 4. Review and Determination. The City shall not accept or approve a Level 3 analysis unless the following conditions have been met or satisfied: Administrative Order - 20 R:\ADMINO RD\RULES\03 geotech2ao. wpd(03/26/03)