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respectively. Figure 5-4 also presents the daily Project traffic volumes. The traffic volume <br />assignments presented in Figures 5-3 and 5-4 reflect the traffic distribution characteristics shown in <br />Figures 5-1 and 5-2 and the traffic generation forecast presented in Table 5-1. <br />5.3 Existing Plus Project Traffic Conditions <br />The Existing Plus Project traffic conditions have been generated based upon existing conditions and <br />the estimated project traffic. These forecast traffic conditions have been prepared pursuant to the <br />California Environmental Quality Act (CEQA) guidelines, which require that the potential impacts <br />of a Project be evaluated upon the circulation system as it currently exists . This traffic volume <br />scenario and the related intersection capacity analyses will identify the roadway improvements <br />necessary to mitigate the direct traffic impacts of the Project, if any. <br />Figures 5-5 and 5-6 present projected AM and PM peak hour traffic volumes at the four (4) key <br />study intersections and three (3) Project driveways with the addition of the trips generated by the <br />proposed Project to existing traffic volumes. Figure 5-6 also presents the Existing Plus Project daily <br />traffic volumes. <br /> <br /> <br />3-80