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1927 & 1929 S Hickory St - Plan
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1927 & 1929 S Hickory St - Plan
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Last modified
6/6/2025 1:19:07 PM
Creation date
6/6/2025 1:18:33 PM
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Plan
Permit Number
102121150
Full Address
1927 S Hickory St
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Our previous tests performed on the soils of many lots in the City of Garden Grove which are <br />similar to the on-site soils show negligible water soluble sulfate contents. Sulfate attack on <br />concrete was not observed for the existing on-site house and other houses in the surrounding <br />areas. It appears sulfate attack on concrete is not a problem in the City of Santa Ana. However, <br />for conservative purposes, Type V cement with a maximum water/cement ratio of 0.45 and a <br />minimum concrete strength, fe of 4,500 psi is recommended to be used for concrete in contact <br />with the on-site soils. Additional water- soluble sulfate content testing can be performed for <br />the soils at the site, as needed. The test can be conducted during and/or after completion of <br />site preparation/grading. <br />The applicable California Building Code (2022 CBC) and other requirements by controlling <br />governmental agencies should be followed. <br />Corrosion To Ferrous Metals and Copper <br />For conservative purposes, the on-site soils can be considered severely corrosive to ferrous <br />metals and copper. Underground/buried ferrous metals or copper are not planned to be used <br />for this project. However, if underground/buried ferrous metals or copper are planned to be <br />used at the site, they should be properly protected. A corrosion specialist can be consulted. <br />Testing can be performed for verification of the potential corrosion of the soils at the site to <br />ferrous metals and copper, if needed. The test can be performed during and/or after <br />completion of grading. <br />Geotechnical Review of Grading and Foundation Plans <br />Based on the City's requirements, the project geotechnical consultant should review, "approve" <br />and sign the project grading and foundation plans with details/specifications, if any, indicating <br />conformation to applicable geotechnical recommendations. <br />We will corporate with the civil/structural design engineers who prepare the plans to ensure <br />our geotechnical recommendations are properly incorporated into the plans. <br />Geotechnical Observation and Testing During Construction <br />We recommend that a qualified geotechnical consultant be retained to provide geotechnical <br />engineering services, including geotechnical observation/testing, during the construction phase <br />of the project. This is to verify the compliance with the design, specifications and/or <br />recommendations, and to allow design changes in the event that subsurface conditions differ <br />from those anticipated. <br />Geotechnical observation/testing can be performed at the following stages: <br />· During ANY grading operations, including excavation, removal, filling and backfilling, etc. <br /> <br />1927 & 1929 S <br />Hickory St2/12/2025
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