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05/20/2019 <br />31. Undergrounding Utilities - The applicant shall underground all overhead utilities along Bay <br />Road between Chestnut and Woodside, across Woodside, and within the "Parcel 1" frontage of <br />the Bay Block, as that parcel is shown on the tentative map. This area includes the removal of <br />the first three poles past Woodside, with the undergrounding of all overhead lines connecting <br />to those poles, to the next off-site pole. Any existing streetlight currently mounted on a pole to <br />be removed shall be replaced in a similar location, in a style as determined by the City Engineer <br />and Planning Manager. The work to underground these lines shall be shown on the building <br />permit plans for each respective block. [SDR] [ENGINEERING] <br />32. Sewer Capacity - Prior to encroachment permit issuance, submit to the City, and obtain <br />approval of, an evaluation and report prepared by a licensed engineer demonstrating that the <br />existing sewer mains have sufficient capacity for the project. The study shall consider existing, <br />project, other approved projects, and applications currently under review in determining the <br />needed capacity. If the existing sewer main is less than 6" in size, or is in any other way not <br />sufficient as determined by the City Engineer, applicant shall, as part of the Project, construct <br />and install new sewer mains sufficient to meet such requirements, in accordance with the City's <br />Engineering standards and as directed by the City Engineer to the City Engineer's satisfaction. <br />The report shall evaluate the existing sewer mains at each connection to the City system (both <br />the existing system on Bay/Chestnut and the system on Broadway). [SDR] [ENGINEERING] <br />33. Peak Wet Weather Flow Capacity - Redwood City has exceeded its Peak Wet Weather Flow <br />(PWWF) capacity in the past. A methodology to reduce inflow and infiltration (1/1) by pipe <br />replacement was determined. The applicant shall reduce (I/1) to offset increased sewer <br />demand from the project by replacing aged sewer mains or pay an equivalent in -lieu fee. The <br />length of pipe replacement required or the amount of fee will be based on the project's sewage <br />generation projection (Attachment L of the City's Engineering Standards). For parcels within <br />Redwood City but connecting to County owned and maintained sewer, an 1/1 in -lieu fee may be <br />collected by Redwood City if the County does not require main replacement or collect and in - <br />lieu fee. [CCA] [ENGINEERING] <br />34. Sewer Lateral Limit - The project shall minimize the number of sewer laterals installed to <br />serve the project; with one lateral per building unless otherwise allowed by the City Engineer. <br />[CCA] [ENGINEERING] <br />34. Sewer Lateral Size for Commercial Development - For new or remodeled commercial <br />buildings, sewer laterals less than 4" shall be upgraded to a minimum 6" size. [SDR] <br />[ENGINEERING] <br />35. Water Main for Bay Block - The applicant shall, as part of the Project, design and construct a <br />new water main in Bay Road along the Bay Block frontage, in accordance with the City's <br />Engineering Standards and as directed by the City Engineer. The new water main shall be 8" <br />minimum in size and extend across the entire property frontage, beginning at the nearest point <br />of connection to an existing 6" or larger water main and ending at the Caltrans (Woodside) right <br />of way. Prior to encroachment permit issuance, the applicant shall submit to City, and obtain <br />approval of, an evaluation and report, prepared by a licensed engineer, in conformance with <br />the City's Engineering Standards, demonstrating that the proposed water main meets the <br />domestic and fire Flow requirements in accordance with City Code Section 38.26 and the <br />International Fire Code. [COA][ENGINEERING] <br />ATTY/RESO.0051 CC RESO APPROVING PROJECT—BROADWAY PLAZA RESO. NO. 15769 <br />REV: 05-15-19 PR MUFF NO. 601 <br />Page 14 of 22 <br />