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ATTY/RESO.0051/CC RESO APPROVING THE DOWNTOWN PLANNED COMMUNITY PERMIT – 851 MAIN ST PROJECT – EXHIBIT A <br />REV: 05-31-18 PR <br />Page 7 of 16 <br />work, prepared by a licensed geotechnical engineer and in conformance with Engineering Standards, Volumes II & III, CBC, and other State regulations. This shall be submitted as part of the building permit application. [SDR][ENGINEERING] 29. 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 30. 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] 31. 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. 32. Undergrounding Utilities - The applicant shall underground all overhead utilities within the site as well as along the Walnut Street project frontage. The undergrounding shall be shown on the building permit plans. [SDR][ENGINEERING] 33. 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] 34. 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