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CONCLUSION In summary, based upon the finding of a literature search and actual parking demand case studies, it is concluded that an absolute peak parking demand on the single highest day of the year will not exceed 96 parking spaces and that includes all contractor vehicles. A total of 100 spaces (including four handicapped spaces) are being provided which results in a maximum 96 percent utilization even for the highest day of the year. During most of the time, the parking is expected to be at most about half fill] since the current parking at the La Habra site (maximum 42 spaces occupied) appears most representative of the planned Santa Ana site. In addition, the proposed project is estimated to generate approximately 50 AM peak hour and 50 PM peak hour trips. With two public driveway locations serving the site and the existence of a two-way left turn lane already in place on Fourth Street, no significant back-up of left hlrning traffic is anticipated at the project entrances. Sufficient gaps of adequate duration are available on Fourth Street during the peak hours to allow project traffic to enter and exit the site via a left turn. Observation of the effect of frequent train crossings of Fourth Street indicates these temporary blockages of through traffic albeit frequent are of short duration (less than one and a half minutes) and do not negatively impact access to the site. In fact in one respect, access to and from the east these train blockages actually improve accessibility of the site. Santa Ana HD Supply Repairand Remodel Site 8 Auslin-Foust Associates, lac. Traffic and Parking Analysis Update 1217001rpt_doc 31A-28