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Reso PC16-16 0091 PC Reso Approving the PC Permit & TM - Phase 1 Stanford
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Reso PC16-16 0091 PC Reso Approving the PC Permit & TM - Phase 1 Stanford
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Last modified
10/12/2016 8:39:29 AM
Creation date
10/12/2016 8:36:52 AM
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CC Index
CC Index - Document Type
Resolution
Meeting Type
Special
Agency Type
Planning Commission
Date
10/4/2016
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ATTY/RESO.0091/PC RESO APPROVING THE PC PERMIT & TM - PHASE 1 STANFORD <br />REV: 09-29-16 JS <br />Page 8 of 15 <br /> <br />flood elevations, and that the applicant considers implications to future flood insurance requirements. <br /> <br />25. Elevation Certificate – If all or a portion of the site is within a Special Flood Hazard Area (as shown on the latest FEMA Flood Insurance Rate Maps in effect at building permit issuance), upon completion of the structure, the elevation of the lowest floor (including basement when applicable) shall be certified by a registered professional engineer or land surveyor, verified by the City’s Building Inspector to be properly elevated, and provided to the Floodplain Administrator. Where required by Chapter 41 of the City’s Municipal Code, the applicant shall also submit certification by a registered professional engineer or architect that the standards for elevation and floodproofing have been satisfied. [COA][ENGINEERING] <br /> Utility Infrastructure Improvements <br />26. 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] <br />27. 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] <br />a. Work in the City public right-of-way, easements or property in which the City holds an interest. <br />b. Work requiring a grading permit. Grading permits require a Plot and Finished Grading Plan prepared by a California-registered Civil Engineer. <br />c. Work requiring on-site shoring which affects the public right of way. <br /> <br />28. Undergrounding Utilities - The applicant shall underground all overhead utilities along Broadway, Bay Road, and Douglas Avenue as required by the Precise Plan, which shall be shown on the building permit plans. [SDR][ENGINEERING] <br />29. Sewer Capacity – The applicant shall install sanitary sewer infrastructure in accordance with the San Mateo County Fair Oaks Sanitary Sewer Maintenance District Standards. [SDR][ENGINEERING] <br />30. 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, a I/I in-lieu fee may be collected by Redwood City if the County does not require main replacement or collect an in-lieu fee. [COA][ENGINEERING] <br />31. 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”
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