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<br />3 <br />d. The development shall be required to install new utility services for all <br />infrastructure associated with the development and not along BART’s main <br />access roadway or Traction Power area. <br />e. Services/Mainlines: Utility services to proposed buildings should be made from <br />the existing streets to the proposed buildings. No mains or services should be <br />designed to run through BART plazas/Station or through the Traction Power <br />building and setbacks as noted below. <br />f. Storm Water Design: Design shall comply with BART’s Municipal Separate <br />Storm Sewer System (MS4) permit requirements and must include 100% full <br />trash capture if the local agency’s C3-compliant design is not approved. A storm <br />water maintenance agreement between the Developer and BART will be required <br />for long term maintenance and reporting of the storm water system to meet the <br />reporting requirements set by RWQCB. <br />g. Drainage: All grading shall be designed to direct drainage away from BART <br />infrastructure such as the Traction Power and other utility facilities. <br />h. Lighting for BART entries or BART passenger access pathways like the bus <br />bays/waiting area shall meet the BART Facilities Standards (BFS). <br /> <br />B) Structural Design for Buildings <br />a. All improvements must be designed to minimize structural impact to BART <br />infrastructure in accordance with the BFS Structural Design Criteria for Design <br />and Construction Near Existing BART structures. <br />b. Local requirements and building codes (including the provision for Fixed Rail <br />Transit) shall be consulted for the analysis and design requirements for buildings <br />maintained by third parties. <br />c. For any improvements adjacent to the canal, all design and permit requirements <br />shall be consulted. <br />d. Buildings exceeding the height limits specified on Table 12.2-1, Design <br />Coefficients and Factors for Seismic Force-Resisting Systems of American <br />Society of Civil Engineers 7 (ASCE), Minimum Design Load for Buildings and <br />Other Structures must comply with the Performance-Based Procedure specified <br />in ASCE 7. The seismic design and review process shall be conducted in <br />accordance with Tall Buildings Initiative Guidelines for Performance-Based <br />Seismic Design of Tall Buildings (most current version) developed by the Pacific <br />Earthquake Engineering Center. <br />e. Shoring and temporary/permanent structural components incorporated into the <br />construction staging plan or ultimate design that may impact BART facilities must <br />be designed to BFS structural design criteria. <br /> <br />C) Station Maintenance and Access <br />a. Existing Station Entrances shall always remain operational. <br />b. A clearance of at least 10’ shall be maintained around the perimeter of all BART <br />structures (i.e. electrical and irrigation facilities). <br />c. The utility housing at the westernmost parking lot (in red box below) must be <br />provided with 24/7 access for Ford F350 or similar truck at minimum. This