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<br />Mr. Enrique Legaspi <br />February 9, 2005 <br />Page 4 <br /> <br />The objective of this shared parking analysis is to forecast the peak parking <br />requirements for the project based on the combined demand patterns of different land <br />uses at the site. Experience indicates that combining different land uses whose <br />parking demands peak at different times (of the day or week) generally result in a <br />parking demand that is significantly lower than the summation of individual peak <br />demand factors or City parking code requirement for each use. <br /> <br />According to the ULI's Shared Parking publication, shared parking is defined as <br />parking space that can be used to serve two or more individual land uses without <br />conflict or encroachment. Given that restaurant/food uses have peak periods <br />(afternoons and evenings) that differ from retail uses (early afternoons), it is <br />appropriate to utilize the shared parking concept to forecast the overall parking <br />demand for the site. <br /> <br />The ULI Shared Parking publication provides hourly parking accumulation rates for <br />retail, restaurant, and office uses, expressed as a percentage of the peak demand for <br />the day. For retail uses, peak demand occurs between 12:00-2:00 PM on weekdays <br />and between 2:00-4:00 PM on Saturdays. The hourly factors shown for retail uses are <br />taken directly from ULI. The retail demand profile was applied to retail uses, as well <br />as the Farnsa furniture and appliance retail store. <br /> <br />According to the UII Shared Parking publication, restaurant uses are shown to <br />experience peak demands between 7:00-10:00 PM for both weekday and Saturday. <br />The restaurant demand profile was applied to all of the restaurant land uses (i.e., fast- <br />food and dine-in restaurants). <br /> <br />For office uses, peak demand occurs between 10:00 AM-12:00 PM on weekdays and <br />is minimal on Saturdays. However, given that some business offices may potentially <br />be fully operational on the weekends, the weekday general office parking utilization <br />profile was applied to the weekend business office use. The office parking demand <br />profile was applied to medical office uses. <br /> <br />Tables 3 and 4 present the Weekday and Weekend Shared Parking Analysis for the <br />proposed project, respectively. The weekday and weekend shared parking demand <br />analyses are based on the ULI shared parking methodology. City parking ratios, as <br />presented in Table 2, were utilized to calculate the base peak parking demand to <br />which the hourly factors were applied. As shown in Tables 3 and 4, the hourly <br />variation in total parking demand for a weekday and weekend day is identified. Only <br />a few hours of each day are shown to experience peak demand levels. <br /> <br />For a typical weekday, the peak parking demand is forecast to occur at 1 :00 PM with <br />a demand of 533 spaces (Table 3). With an on-site parking supply of 505 spaces, the <br />project site is forecast to have a parking deficiency of 28 spaces. <br /> <br />'N \25(11)"21)4:'591\Uepon\2591 bm~::t ExpamlOn Shared Parking ,'\nalysis. o~-o9-o1c58 '61 6 <br /> <br />