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ATTY/RESO.0099/PC RESO FOR 1417 MIDDLEFIELD RD <br />REV: 11-12-2021 JB <br />Page 11 of 16 <br />with Engineering Standards, Volumes II & III, CBC, and other State regulations. The geotechnical review shall include demonstration that the proposed infiltration adjacent to the below grade building (basement) will not cause water damage. This shall be submitted as part of the building permit application. [SDR][ENGINEERING] 20. As-Builts – Provide “as-built” or “record” drawings, to be submitted in paper, PDF and AutoCAD formats prior to project sign-off. [COA][ENGINEERING] Utility Infrastructure Improvements 21. Conformance with the City’s Engineering Standards – All public improvements shall be designed and constructed in accordance with the City’s Engineering Standards. [SDR][ENGINEERING] 22. Encroachment Permits – Obtain an Encroachment Permit from the Engineering and Transportation Division for work listed below. This permit shall be obtained prior to the commencement of construction of the road, utilities, or any site improvements. [SDR][ENGINEERING] a. Work in the City public right-of-way, easements or property in which the City holds an interest. b. Work requiring a grading permit. Grading permits require a Plot and Finished Grading Plan prepared by a California-registered Civil Engineer. c. Work requiring on-site shoring which affects the public right of way d. Work using the public right-of-way for any fixed structure (awnings, roof overhangs, fixed planters, etc.). Insurance, meeting the City’s standards, is required. This permit will be recorded against the property. 23. Sewer Capacity – Prior to encroachment permit issuance, submit to the City, and obtain approval of, an evaluation and report prepared by a licensed engineer demonstrating that the existing sewer mains have sufficient capacity for the project. The study shall consider existing, project, other approved projects, and applications currently under review in determining the needed capacity. If the existing sewer main is less than 6” in size, or is in any other way not sufficient as determined by the City Engineer, applicant shall, as part of the Project, construct and install new sewer mains sufficient to meet such requirements, in accordance with the City's Engineering standards and as directed by the City Engineer to the City Engineer's satisfaction. [SDR][ENGINEERING] 24. Peak Wet Weather Flow Capacity – Redwood City has exceeded its Peak Wet Weather Flow (PWWF) capacity in the past. A methodology to reduce inflow and infiltration (I/I) by pipe replacement was determined. The applicant shall reduce (I/I) to offset increased sewer demand from the project by replacing aged sewer mains or pay an equivalent in-lieu fee. The length of pipe replacement required or the amount of fee will be based on the project’s sewage generation projection (Attachment L of the City’s Engineering Standards). [COA][ENGINEERING]