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Reso25-02 0024 PC Reso 901 El Camino Real
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Reso25-02 0024 PC Reso 901 El Camino Real
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Last modified
1/6/2026 3:36:38 PM
Creation date
1/6/2026 3:33:00 PM
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Template:
CC Index
CC Index - Document Type
Resolution
Meeting Type
Regular
Agency Type
Planning Commission
Date
4/15/2025
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ATTY/RESO.0024/PC RESO 901 EL CAMINO <br />REV: 04-11-25 VR <br />Page 21 of 27 <br />mulching, matting, tarping or other physical means; rocking unpaved vehicle access to <br />limit dispersion of much onto public right-of-way; and covering/tarping stored <br />construction materials, fuels, and other chemicals. Plans to include proposed measures <br />to prevent erosion and polluted runoff from all site conditions shall be submitted by the <br />Applicant for approval by the Engineering and Transportation Department prior to <br />beginning construction. As site conditions warrant, the City Engineer may direct the <br />Applicant to implement additional winterization requirements. [COA][ENGINEERING] <br />101. Grading – Grading shall be performed in accordance with the City’s Engineering <br />Standards. Soil or other construction materials shall not be stockpiled in the public right- <br />of-way. Submit cut/fill volumes (CY) for all soils to be imported to or exported from the <br />site. [SDR][ENGINEERING] <br />102. Compaction Testing - The Soils Engineer shall conduct compaction testing during <br />trenching and backfill operations at the Applicant’s expense to demonstrate compliance <br />with City Engineering Standards. [SDR][ENGINEERING] <br />103. Settlement Monitoring – The Applicant shall conduct settlement monitoring for the <br />proposed dewatering necessary to construct the basement levels and creek relocation. <br />The Applicant shall submit a settlement monitoring plan, prepared by the project <br />geotechnical engineer, to the City for review and approval prior to issuance of the Building <br />Permit. The monitoring plan shall include survey markers of surface improvements to <br />track movement along the project frontage. The project geotechnical engineer shall <br />provide continuous site inspections during excavation, shoring, dewatering, trenching, <br />and backfill operations at the Applicant’s expense. [COA] [ENGINEERING] <br />104. Stormwater Bypass – Prior to issuance of any grading or building permit, the Applicant <br />shall submit storm drain bypass plans for the realignment of the existing storm drainage <br />system, including but not limited to the below grade storm drain mains and the creek. <br />The bypass plan shall provide sufficient capacity for the full upstream flow, such that the <br />bypass system is not creating a flow restriction or causing any back-up within the <br />upstream drainage system. The bypass plan shall meet all requirements as outlined in <br />Engineering Standard Specifications Section 02 7400. [COA] [ENGINEERING] <br />105.Discovery of Human Remains - If human remains are encountered during ground <br />disturbing activities, the project contractor and/or on-site supervisor shall stop work <br />within 50 feet of the discovery. The project contractor shall immediately notify the <br />Coroner upon the discovery of any human remains. At the same time, a qualified <br />archaeologist, in coordination with the City Planning, Housing, and Economic <br />Development Department, shall assess the situation and consult with the appropriate <br />agencies. If the human remains are of Native American origin, the Coroner shall notify the <br />NAHC within 24 hours of this identification. The NAHC will identify a Most Likely <br />Descendant (MLD) to inspect the site and provide recommendations for the proper <br />treatment or disposition, with proper dignity, of the remains and any associated grave <br />goods. Upon completion of the assessment, the qualified archaeologist shall prepare a <br />report documenting the background to the finds and provide recommendations for the
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