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existing bifurcated system, the remaining developable square footage within Hacienda <br /> amounts to approximately 1,122,527 square feet. Of this amount, development on the <br /> post-1993 parcels was based on traffic trips produced, converted into a square footage <br /> equivalent. <br /> Under the new system, the remaining square footage would be decreased by <br /> approximately 3.8% to a total of 740,682 square feet. This reduction is due to previously <br /> approved projects on post-1993 parcels that had uses that had lower trip generation <br /> rates (mostly warehouse type uses) than typical office uses, resulting in a smaller "draw <br /> down" from the cap than would have been calculated based solely on the total square <br /> footage of the development (see example below). Since, under the new proposal, all <br /> draw-down (including pre- and post- 1993 development) is based on square footage <br /> irrespective of use, approved development is now a greater proportion of the total cap, <br /> reducing the amount of remaining developable square footage. An example of such <br /> calculation would be as follows: <br /> Table 5: Capacity Draw Down Comparison <br /> Current Trip Based System Proposed Square footage <br /> Draw Down Based System Draw Down <br /> 10,000 square foot 7,000 square feet of office 10,000 square feet <br /> Warehouse equivalent. Based on traffic <br /> trips produced, converted into <br /> a square footage equivalent <br /> In addition, under the existing system, development would be limited under each sub- <br /> cap, potentially limiting development based on which area the site is in instead of what <br /> is the best overall location for development. Removal of the sub-caps would allow <br /> greater flexibility for development to be distributed anywhere in the park (provided it was <br /> consistent with allowable uses and other development standards, such as height, <br /> setbacks and FAR). <br /> When developing the single method for calculating development capacity, staff <br /> analyzed existing policies and procedures for reviewing new projects. In this review, <br /> staff found some shifts over time in the city's approach to traffic modeling; most <br /> importantly, the city now generally requires projects in Hacienda to perform individual <br /> traffic studies and analysis as part of development applications, regardless of whether <br /> the project site is located on a Pre- or Post-1993 methodology site. This change has <br /> made the traffic trip-based model for the Post-1993 properties less relevant and useful <br /> as a way to meter or track development against the overall PUD cap. <br /> The current review process and approach requires that each project that requires <br /> discretionary review (whether new construction or a change in use or tenancy) with the <br /> potential to create non-standard traffic impacts, be assessed against current baseline <br /> traffic information. The analysis allows the City to determine whether the project's traffic <br /> impacts are in line with those anticipated by the buildout of Pleasanton's General Plan <br /> and the buildout road network. It also clearly identifies whether a project would create <br /> Page 8 of 12 <br />