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<br /> <br /> <br />Page 4 of 7 <br />o With 30 cycles in an hour, the project is anticipated to add one <br />vehicle per cycle. <br /> <br />The addition of one vehicle to the EB left turn does not alter the intersection’s <br />level of service. The same conclusion is reached for all other turning <br />movements. This intersection currently operates at LOS B, and with the addition <br />of the project’s traffic, would continue to operate at LOS B. <br /> <br />Similar evaluations were completed at each of the study intersections, and in all cases the <br />increment of project-related traffic had negligible effects on intersection operating conditions <br />and delay, such that the Level of Service would not be altered or reduced below the General <br />Plan’s acceptable LOS D. <br /> <br />Traffic Queue Analysis: <br />While not identified as a standard in the City’s General Plan, staff reviews if an impact will <br />occur with the change in vehicle queues. The approximate length of space occupied per <br />vehicle waiting at a traffic signal is 25 feet. <br /> <br />Using the previous example of 3-4 vehicles queuing to make an eastbound left turn. South <br />Valley Trails eastbound left turn experiences an average queue during the peak hour of 75 to <br />100 feet. The proposed driveway nearest to Hopyard Road is located 110 feet from the <br />intersection. <br /> <br />With the added volume from the proposed development, there could be short periods of time <br />where the driveway closest to Hopyard Road is blocked. The queue would restrict access into <br />the first driveway. It is important to note that the 3 to 4 vehicle queue is present during the AM <br />peak; at this time there would only be a small number of vehicles wanting to enter the <br />proposed development (10 entering vehicles in the AM peak hour); and, some of these <br />vehicles could choose to enter the site via the westerly driveway. It is not anticipated that the <br />queues will impede traffic flow; however, a “keep clear” legend and/or left turn restriction into <br />the proposed development could be used to address any queue related Issue. <br /> <br />Access to/from Hopyard Road. <br />In response to public comments, the Planning Commission asked if consideration could be <br />given to providing an access from the project directly on to Hopyard Road, versus having both <br />driveways exit onto South Valley Trails. <br /> <br />In short, this option cannot be considered because Program 3.2 of the City of Pleasanton’s <br />General Plan prohibits the addition of private driveways on arterials. In this context a private <br />driveway is considered any direct access from private property onto an arterial street. <br /> <br />The reason for this prohibition is to limit the number of uncontrolled conflict points along the <br />arterial roadway network. Allowing access directly from the proposed development onto <br />Hopyard Road would create a situation where project vehicles leaving in the peak hour would <br />need to find an acceptable gap in traffic with an average southbound volume of more than <br />1800 vehicles per hour. This volume of traffic provides very few acceptable gaps to make a <br />right turn. <br />