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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 7 of 15 <br /> <br />b. A Stormwater Treatment Measures Maintenance Agreement for all on-site stormwater treatment measures associated with the project. <br />c. An Improvement Agreement to guarantee the installation of all improvements required of the project and to provide for payment of all City inspection and plan check charges associated with the installation of public and private improvements, including, but not limited to, streets, sanitary sewers, water, storm drains and street lights. <br />d. CC&Rs or Reciprocal Easements to include provisions for maintenance of and access to shared utilities, stormwater treatment facilities and surface improvements across all parcels. <br />e. Revocable Encroachment Permits for the maintenance of and access to private utilities within City rights-of-way and easement areas. Reports and Surveys <br /> <br />21. Geotechnical Report - Include a geotechnical field review and reports for all grading 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] <br /> <br />22. As-Builts – Provide “as-built” or “record” drawings, to be submitted in paper, PDF and AutoCAD formats prior to project sign-off. [COA][ENGINEERING] <br /> <br />23. Transportation Demand Management (TDM) Plan – A final Transportation Demand Management (TDM) program, shall be submitted to the City Engineer prior to certificate of building occupancy. The TDM plan shall be consistent with the Precise Plan requirements in Chapter IV (Implementation) Section VI (Transportation Demand Management Program) and include the plan-required monitoring described under Chapter IV (Implementation) Section XI (Development Impacts, Monitoring & Phasing). This includes a required Pre-Development Traffic Study that includes data on the number of employee and visitor vehicles parking on-street within the Precise Plan Area and going into and out of parking lots and garages on Blocks A-E during peak periods. [COA][ENGINEERING] <br /> FEMA and Base Flood Elevations <br />24. Finished Floor Elevation (FFE) - The finished floor elevation (FFE) is shown to be 10.50 feet or greater, based on NAVD88. FEMA has notified all the municipalities within San Mateo County that new Flood Insurance Rate Maps (FIRMs) will become effective in March, 2017. The project site is currently located within Zone X, and is not within a Special Flood Hazard Area. Upon FEMA’s approval of the new maps, the project will be located within Zone AE and X, with a base flood elevation of 10.00 feet, and is within a Special Flood Hazard Area. Chapter 41 of the City’s municipal code and engineering standards require that new construction and substantial improvements to existing structures be built with the lowest finished floor elevation set at or above the base flood elevation, with a recommendation of setting the lowest finished floor elevation 1 foot above the base flood elevation. Chapter 41 of the City’s <br />municipal code requires that all building permits and project plans meet the <br />requirements of the FIRM in effect at the time of permit issuance, regardless of when the <br />project was submitted or deemed complete. Although the project will not be required to consider the updated base flood elevations if the building permit has been issued prior to the effective date of the FIRM revisions, the owner may still be subject to FEMA flood insurance requirements based on the elevation certificate filed upon completion of the project. It is recommended that the FFE and any floodproofing be designed to accommodate the new base
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