1601 N Bristol St - Phase 1 - Plan

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Mr. Amir Houriani Project No. 32-6235-00 1601-1607N. Bristol Street August 29, 2022 CITY OF SANTA ANA Planning and Building Agency Page Approved FOR PERMIT ISSUANCE LM;aster ID: Any proposed planters or landscaped areas immediately adjacent to structures shooped ata minimum gradient of 5% away from the structure. Additionally, where new planters o ped areas will be placed adjacent to the structure, provisions for drainage should also include bottom impermeable liners, catch basins, or area drains to minimize infiltration into the subgrade soils. REVIEW The geotechnical engineer shall review and sign all necessary plans and specifications to ensure the recommendations contained in this report are adhered to. REGULATORY AGENCY REVIEW AND ADDITIONAL CONSULTING All geotechnical and/or engineering geologic aspects of the proposed development are subject to review and approval by the government reviewing agency. The government reviewing agency may approve or deny any portion of the proposed development which may require additional geotechnical services by this office. Additional geotechnical services may include review responses, supplemental letters, plan reviews, construction/site observations, meetings, etc. The fees for generating additional reports, letters, exploration, analyses, etc. will be billed on a time and material basis. COMMENTS The conclusions and recommendations presented in this report are based on research, site observations and limited subsurface information. The conclusions and recommendations presented are based on the supposition that subsurface conditions do not vary significantly from those indicated. Although no significant variations in subsurface conditions are anticipated, the possibility of significant variations cannot be ruled out. If such conditions are encountered, this consultant should be contacted immediately to consider the need for modification of this project. This report was prepared for the exclusive use of Mr. Amir Houriani and his design consultants for the specific project outlined herein. This report may not be suitable for use by other parties or other uses. This report is subject to review by regulatory agencies and these agencies may require their approval before the project can proceed. No guarantee that the regulatory public agency or agencies will approve the project is intended, expressed or implied. One of the purposes of this report is to provide the client with advice regarding geotechnical conditions at the site. It is important to recognize that other consultants could arrive at different conclusions and recommendations. No warranties of future site performance are intended, expressed or implied. n �� A.G.I. Geotechnical, Inc. • 16555 Sherman Way, Suite A • Van Nuys, CA 91406 /1 Office: (818)785-5244 • Facsimile: (818)785-6251