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<br />Roof Framing Plan <br />Structural Section rw et Well) <br />Structural Section (Dry Pit) <br />Structural Section (Longitudinal) <br />Typical Details <br />Structural Details rn et WelllDry Pit) <br />Structural Details (Craneway Framing) <br />Structural Details (Roof Framing) - two sheets <br />Electrical Site Plan <br />Symbols, General Notes <br />Single Line Diagram/Feeder <br />PowerlLighting Floor Plans <br />Schematic Control Diagrams <br />Electrical Details <br />Instrumentation Symbols, Notes and Abbreviations <br />P&ID <br />Telemetry Details <br />Hardscape Plan and Details <br />Irrigation Plan and Details <br />Planting Plan and Details <br /> <br />TASK D - Survey <br /> <br />The City will provide all necessary field survey for the design of the subject improvements. <br /> <br />TASK E - Geotechnical Investigation <br /> <br />The Geotechnical sub consultant will review available files and information for the surrounding area. <br />They will also review published information in their files or available at the US Geologic Survey and <br />California Geological Survey web site regarding local site conditions. <br /> <br />The Geotechnical sub consultant will drill, log and sample one exploratory boring with hollow-stem <br />auger drilling equipment to a maximum depth of approximately 50 feet or refusal at the lift station site. <br />An additional 25-foot boring will be drilled along the proposed sewer line. Bulk and relatively <br />undisturbed ring soil samples will be obtained for visual classification and laboratory testing, Borings <br />will be backfilled with soil cuttings. Cold asphalt patch will be utilized at the ground surface wherever <br />pavement is penetrated. <br /> <br />Tbis proposal specifically excludes the assessment of environmental characteristics, particularly those <br />involving hazardous substances at the site. <br />Laboratory testing on the sampled soils will be performed: moisture content and dry densities; grain <br />size analysis test; Atterberg Limits test; expansion index test; compaction test; one R-value test on <br />existing materials for pavement design; direct shear test for evaluating shear strength of soil; <br />consolidation test to evaluate compressibility of the native soil for detailed settlement analysis; and <br />one soil pH, sulfate and chloride contents and resistivity. <br /> <br />A report will be prepare to provide recommendations for the site earthwork, building foundations, <br />shoring requirements, slabs-on-grade and pavements. The report will also discuss the regional <br />seismicity. <br /> <br />CITY OF SANTA ANA <br />San Lorenzo Sewe/' Lift Station. <br /> <br />TETRA TECH, INC. <br />9 <br />