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Page 9 <br /> <br /> <br />If pavers are to be used, they must be properly designed by the civil engineer of record <br />for this project and approved by the city prior to construction. Additional geotechnical <br />data can be provided for design, if requested. <br /> <br />Site Drainage <br /> <br />In general, proper surface drainage should be checked, improved as needed, and <br />maintained to ensure surface water flows away from all structures. Requirements by the <br />city and applicable CBC (2022 CBC) should also be followed. <br /> <br />Roof gutters should be properly provided. Roof drains, gutters and downspouts should be <br />maintained to function as intended. Outlet drains should be kept open. <br /> <br />Irrigation at the site, if any, should be kept to a minimum required to support plant life. <br /> <br />In the future, sources of uncontrolled water, such as leaky sewer, water (domestic, <br />irrigation) or drainpipe, should be repaired if identified. <br /> <br />Seismic Design <br /> <br />We recommend the proposed new structure be structurally designed to meet the <br />applicable building codes and requirements of the controlling governmental agencies. <br />The seismic parameters provided in the “Seismicity” section of this report can be used. <br />The civil/structural design engineer should consult with the project geotechnical <br />consultant, if additional geotechnical information is needed for the seismic design. <br /> <br />Cement Type For Concrete in Contact with On-Site Earth Materials <br /> <br />Our previous tests performed on the soils of many lots in the City of Santa Ana which are <br />similar to the on-site soils show negligible water-soluble sulfate contents. Sulfate attack <br />on concrete was not observed for the existing on-site house and other houses in the <br />surrounding areas. It appears sulfate attack on concrete is not considered to be a problem <br />for this project. However, for conservative purpose, Type V cement with a maximum <br />water/cement ratio of 0.45 and a minimum concrete strength, f'c of 4,500 psi is <br />recommended to be used for concrete in contact with the on-site soils. Additional water- <br />soluble sulfate content testing can be performed for the soils at the site, as needed. The <br />test can be conducted during and/or after completion of site preparation/grading. <br /> <br />The applicable California Building Code (2022 CBC) and other requirements by <br />controlling governmental agencies should be followed. <br /> <br />Corrosion To Ferrous Metals and Copper <br /> <br />For conservative purposes, the on-site soils can be considered severely corrosive to <br />ferrous metals and copper. Underground/buried ferrous metals or copper are not planned <br />FLOOD ZONE - 4810 W Sixth <br />St Unit# 25/5/2025