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05/07/2018 Page 14 of 21 ATTY/RESO.0033/CC RESO 1548 MAPLE APPROVING PROJECT PERMITS RESO. NO. 15662 REV: 04‐30‐18 PR MUFF NO. 601 overhangs, fixed planters, etc.). Insurance, meeting the City’s standards, is required. This permit will be recorded against the property. 37. Undergrounding Utilities ‐ The applicant shall underground all overhead utilities within the project site and along the portion of Maple Street across from the project site, which shall be shown on the building permit plans, [SDR][ENGINEERING] as further described in the Development Agreement. 38. 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] 39. 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). For parcels within Redwood City but connecting to County owned and maintained sewer, an I/I in‐lieu fee may be collected by Redwood City if the County does not require main replacement or collect and in‐lieu fee. . [COA][ENGINEERING] 40. Sewer Lateral Limit – The project is limited to one sewer lateral connection to the City’s sewer main on Maple Street. The proposed sewer collection system installed along Maple Street shall be installed as a private sewer main and shall have one point of connection to the City’s sewer main. [COA][ENGINEERING] 41. Water Mains – Prior to encroachment permit issuance, submit to City, and obtain approval of, an evaluation and report, prepared by a licensed engineer, in conformance with the City's Engineering Standards, demonstrating that the proposed water main meets the domestic and fire flow requirements in accordance with City Code Section 38.26 and the International Fire Code. If the existing water 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 water mains sufficient to meet such requirements, in accordance with the City's Engineering Standards and as directed by the City Engineer. New water mains shall be 8” minimum in size and extend across the entire property frontage, from the nearest point of connection to an existing 6” or larger water main.[SDR][ENGINEERING] 42. Water Transmission Main Installation – The project shall install a 24” HDPE water transmission main from the northwesterly proposed end of Blomquist Street Extension, connecting at the existing intersection of Blomquist Street and Maple Street, approximately 1500 linear feet in total, in accordance with the project Development Agreement.