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<br />3 <br />d. The development shall be required to install new utility services for all infrastructure associated with the development and not along BART’s main access roadway or Traction Power area. e. Services/Mainlines: Utility services to proposed buildings should be made from the existing streets to the proposed buildings. No mains or services should be designed to run through BART plazas/Station or through the Traction Power building and setbacks as noted below. f. Storm Water Design: Design shall comply with BART’s Municipal Separate Storm Sewer System (MS4) permit requirements and must include 100% full trash capture if the local agency’s C3-compliant design is not approved. A storm water maintenance agreement between the Developer and BART will be required for long term maintenance and reporting of the storm water system to meet the reporting requirements set by RWQCB. g. Drainage: All grading shall be designed to direct drainage away from BART infrastructure such as the Traction Power and other utility facilities. h. Lighting for BART entries or BART passenger access pathways like the bus bays/waiting area shall meet the BART Facilities Standards (BFS). B) Structural Design for Buildings a. All improvements must be designed to minimize structural impact to BART infrastructure in accordance with the BFS Structural Design Criteria for Design and Construction Near Existing BART structures. b. Local requirements and building codes (including the provision for Fixed Rail Transit) shall be consulted for the analysis and design requirements for buildings maintained by third parties. c. For any improvements adjacent to the canal, all design and permit requirements shall be consulted. d. Buildings exceeding the height limits specified on Table 12.2-1, Design Coefficients and Factors for Seismic Force-Resisting Systems of American Society of Civil Engineers 7 (ASCE), Minimum Design Load for Buildings and Other Structures must comply with the Performance-Based Procedure specified in ASCE 7. The seismic design and review process shall be conducted in accordance with Tall Buildings Initiative Guidelines for Performance-Based Seismic Design of Tall Buildings (most current version) developed by the Pacific Earthquake Engineering Center. e. Shoring and temporary/permanent structural components incorporated into the construction staging plan or ultimate design that may impact BART facilities must be designed to BFS structural design criteria. C) Station Maintenance and Access a. Existing Station Entrances shall always remain operational. b. A clearance of at least 10’ shall be maintained around the perimeter of all BART structures (i.e. electrical and irrigation facilities). c. The utility housing at the westernmost parking lot (in red box below) must be provided with 24/7 access for Ford F350 or similar truck at minimum. This <br />Page 313 of 399