Laserfiche WebLink
<br /> <br />trip generation estimate used in this analysis conservatively assumes the car wash will operate <br />at maximum capacity. <br /> <br /> <br />PROJECT TRIP DISTRIBUTION <br /> <br />Given the geographic distribution of residential and employment land uses in the vicinity of the <br />site and the roadway system serving the site, 17th Street would be the primary route serving the <br />site, carrying approximately 85% of the approaching traffic. Mabury Street would carry 5% of the <br />Project traffic to the site, while the remaining 10% of Project traffic would use Sherry <br />Lane/Cabrillo Park Drive. <br /> <br /> <br />PROJECT TRAFFIC ASSIGNMENT <br /> <br />Figure 7 depicts the Projects trip distribution percentages through the study intersections <br />adjacent to the site and into and out of the Project driveways, while Figure 8 shows the <br />assignment of Project trips through these same facilities. <br /> <br />The residential portions of Mabury Street would experience one vehicle per hour in the morning <br />peak hour and two vehicles per hour in the afternoon peak hour. Likewise, the residential <br />portions of Sherry Lane/Cabrillo Park Drive would carry two project-related vehicles per hour in <br />the morning peak hour and three project-related vehicles per hour in the afternoon peak hour. <br />Since the trip generation measured for the project assumes full capacity utilization of the car <br />wash, these volumes represent the highest potential traffic flow on the streets. <br /> <br /> <br />EXISTING WITH PROJECT TRAFFIC VOLUMES <br /> <br />The California Environmental Quality Act (CEQA) requires that projects investigate the “Existing <br />with Project” condition (known as the Sunnyvale Analysis). Figure 9 shows the results of adding <br />the Project traffic to existing traffic levels on the street today. The volumes shown in Figure 9 do <br />not include any background traffic growth or related Project traffic. <br /> <br />211-82