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47. Winterizing - If construction is not complete by the start of the wet season (October 1 <br />through April 30), implement a winterization program to minimize the potential for erosion <br />and sedimentation. As appropriate to the site and status of construction, winterization <br />requirements shall include inspecting/maintaining/cleaning all soil erosion and <br />sedimentation controls prior to, during, and immediately after each storm event; stabilizing <br />disturbed soils through temporary or permanent seeding, mulching, matting, tarping or other <br />physical means; rocking unpaved vehicle access to limit dispersion of much onto public right- <br />of-way; and covering/tarping stored construction materials, fuels, and other chemicals. Plans <br />to include proposed measures to prevent erosion and polluted runoff from all site conditions <br />shall be submitted for approval by CDD prior to beginning construction. As site conditions <br />warrant, the City Engineer may direct the applicant to implement additional winterization <br />requirements. [COA] [ENGINEERING] <br />48. Grading - Grading shall be performed in accordance with the City's Engineering Standards. <br />Soil or other construction materials shall not be stockpiled in the public right-of-way. Submit <br />cut/fill volumes (CY) for all soils to be imported to or exported from the site. <br />[SDR] [ENGINEERING] <br />49. Monitoring - The Soils Engineer shall conduct continuous site inspections during trenching <br />and backfill operations at the applicant's expense. The Soils Engineer shall take compaction <br />tests and submit the results to Engineering & Construction. [SDR] [ENGINEERING] <br />50. Dust Control - Dust control measures shall be required for any excavation of the site. If the <br />Geotechnical Report indicates that serpentine soil or cinnabar is present on site, the dust <br />control measures shall include the standard procedures for ensuring that friable asbestos <br />and/or mercury are not emitted from the site. [COA] [ENGINEERING] <br />Fire and Safety <br />51. Available Water Supply to Project Site - Provide current fire flow information from the <br />water purveyor to indicate the maximum available water flow in gallons per minute (GPM) at <br />a minimum of 20 pounds per square inch (psi) residual pressure. This information must be <br />dated and indicate the information is the most current information available from the water <br />purveyor. [COA] [FIRE] <br />52. Required Fire Flow from Municipal Water Supply - On the project information sheet or <br />other sheets as designated in the plans provide the required fire flow for the project based on <br />the square footage of the building and type of construction in accordance with Appendix B of <br />the 2016 California Fire Code (CFC). The required fire flow shall not be less than 1500 GPM. <br />[COA] [FIRE] <br />53. Fire Hydrants - The number, location, and spacing of required Fire Hydrants based is on the <br />required fire flow for this project and shall be determined utilizing Appendix B and C of the <br />2016 CFC. [COA] [FIRE] <br />54. Automatic Fire Sprinkler Systems - The buildings and garage areas are required to be <br />equipped throughout with automatic fire sprinkler systems meeting NFPA Standard 13R. <br />Provide plans and hydraulic calculations for the design of these systems. [COA] [FIRE] <br />Page 17 of 19 <br />ATTY/DOCS-RESOLUTIONS/2019/RESO.0024 PC RESO ARCHITECTUAL PERMIT 120 EL CAMINO REAL <br />REV: 04-03-19 PR <br />