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<br />2-4 <br /> <br /> <br />2.4 Shared Parking Results <br />Since the peak parking demand for each land use occurs at a different hour, and <br />also varies by month and day of the week, the peak parking demand is not solely <br />determined by adding the individual peak parking requirements for each land use. <br />As with most hotels and restaurants, it is expected to have a small percentage of <br />captive trips between users within the development, which further reduces the <br />parking demand. <br />This analysis utilized internal capture and modal adjustments that are conservative <br />compared to the recommendations found in the ULI Second Edition Shared Parking <br />Manual. The ULI recommended rates are provided in Appendix B. <br />A non-captive parking ratio of 100% was utilized for hotel visitors and 70% for <br />restaurant/lounge visitors. The parking demand is reduced due the fact that <br />multiple land uses are visited while parking only once. It is customary and standard <br />practice to assume a non-captive ratio for hotels and restaurants/lounges in mixed- <br />use hotel complexes. <br />Furthermore, a modal adjustment of 85% was calculated for employees at all uses. <br />Therefore, 15% of the employees are utilizing public transit, taxi, carpool, etc. and <br />are not parking on site. The modal adjustment takes into account alternative <br />transportation from a single occupancy vehicle to and from the site. <br />This study finds that the time period on weekends in June resulted in the highest <br />peak parking demand during the year for the overall site. <br />The computer output datasheets for the various months are included in Appendix C <br />and a summary of the peak parking demand for the peak month is included in Table <br />2. <br />As shown in Table 2, based on the conservative analysis performed, the <br />maximum parking demand on weekdays is forecast to be 115 parking <br />spaces. The forecast peak parking demand on weekends is 120 parking <br />spaces. <br />5-45