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7- AA19-04; TPM19-01;DA18-02_2800 N MAIN STREET
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7- AA19-04; TPM19-01;DA18-02_2800 N MAIN STREET
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8.A. Design buildings to acconnodate second level access from <br /> a future transit station on Main Street in the vicinity <br /> of Town and Country Road and/or a possible future grade <br /> separated pedestrian bridge connecting developments on <br /> both sides of Main Street. The buildings and internal <br /> pedestrian circulation should be designed to allow for <br />L such future improvements, which would serve to minimize <br /> at-grade pedestrian crossing of Main Street at street <br /> level. (Main Street will be a 124 foot wide with high <br /> volumes of turning traffic and transit operations). <br />L. <br /> B. On-site pedestrian circulation must be maximized to <br /> facilitate easy movement of people between buildings. <br />L Vehicular traffic must be intercepted at major entrances <br /> along the public service road and channelized quickly to <br />I - parking areas. Convenient pedestrian facilities must be <br /> provided from the parking areas to the buildings and to <br />L the transit station/bus stops. <br /> Priority of Mitigation Measures <br />LI; <br /> The project does not have a defined phasing plan. The <br />L developers acknowledge that the maximum development would only be <br /> realized in 5-10 years if the market has sufficient demand to support <br /> such intense development. The traffic study is based on the maximum <br /> allowable development with a recognition that a lesser density may <br /> ultimately result. This means that if the maximum development in the <br /> Main Street/Town and Country area materializes, then all the <br /> improvements identified in the Phase Two TSIP Plan will be needed. To <br /> determine at what stage these improvements will be needed, the phasing <br /> of transportation improvements was compared with project implementation. <br /> Linscott Law and Greenspan prepared an estimate of the magni- <br /> tude of Fashion Square development that could proceed with only rela- <br /> tively minor additions of turning capacity at critical intersections. <br /> 115
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