AgdaPkt 2020-11-16 Special - Laserfiche WebLink

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S.A. - Page 152 of 302 included within the Tentative Map that do not meet with Engineering Standards will require changes within the Construction Documents. [SDR][ENGINEERING] 38. 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. 39. Undergrounding Utilities - The applicant shall underground all overhead utilities along Main Street between Elm Street and Cedar Street, Cedar Street between Main Street and the railroad tracks, Beech Street between EI Camino Real and the railroad tracks, Elm Street between Lathrop St and the Main Street, and Lathrop Street between Elm Street and Cedar Street, which shall be shown on the building permit plans. [SDR][ENGINEERING] 40. 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] 41. 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 (1/1) by pipe replacement was determined. The applicant shall reduce (1/1) 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 1/1 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] 42. Off -Site Sewer Improvements — The project shall replace a section of sewer main downstream of the project site. A 36" sewer main shall be installed from the intersection of Main and Bradford, down Bradford Street to Walnut Street, and down Walnut Street to a point approximately 100 feet north of Veterans Boulevard, replacing an existing sewer main in that location. The total length of replacement is approximately 1,030 linear feet. This work shall be completed prior to the first Certificate of Occupancy (including any Temporary Certificate of Occupancy) for any building on Parcels A-E. [COA][ENGINEERING] ATTY/RESO.0125/PC RESO SOUTH MAIN MIXED USE PROJECT— ENTITLEMENT REV: 10-27-2020 PR Page 24 of 38 155