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<br />In addition, the proposed project is estimated to generate approximately 50 AM peak hour and 50 <br /> <br /> <br />PM peak hour trips. With two public driveway locations serving the site (and a third truck only access) <br /> <br /> <br />and the existence of a two-way left turn lane already in place on Fourth Street, no significant back-up of <br /> <br /> <br />left turning traffic is anticipated at the project entrances. Sufficient gaps of adequate duration are <br /> <br /> <br />available on Fourth Street during the peak hours to allow project traffic to enter and exit the site via a left <br /> <br /> <br />turn. Observation of the effect of frequent train crossings of Fourth Street indicates these temporary <br /> <br /> <br />blockages of through traffic albeit frequent are of short duration (less than one and a half minutes) and do <br /> <br /> <br />not negatively impact access to the site. In fact in one respect, access to and from the east these train <br /> <br /> <br />blockages actually improve accessibility of the site. <br /> <br />Santa Ana HD Supply Repair and Remodel Site <br />Traffic and Parking Analysis <br /> <br />8 <br /> <br />Austin-Foust Associates, Inc. <br />1073001rpt.doc <br /> <br />31A-66 <br />