Item 27 - Appeal Application Nos. 2020-03 and 2020-04 - Central Pointe Mixed-Use Development

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It should be noted that travel patterns are generally focused to major streets with larger roadway classifications and typically higher travel speeds. As such, it is forecast that the majority of project - related traffic will utilize 4th Street and Cabrillo Park Drive to Park Court Place to access the Project site, with Project traffic travelling to and from the north via Mabury Street for to be minimal when accessing the Project site. Based on Table 5-1 and Figure 5-1, it is anticipated that approximately 4% of Project traffic will utilize Mabury Street which translates to approximately 1 cars every 8 minutes and 1 car every 4 minutes in the AM and PM peak hours, respectively. This added volume to the local residential network is considered nominal and would have little to no effect on the overall existing traffic patterns or operating conditions. 5.3 Existing Plus Project Traffic Conditions The Existing Plus Project traffic conditions have been generated based upon existing conditions and the estimated project traffic. These forecast traffic conditions have been prepared to assess the potential impacts of a Project upon the circulation system as it currently exists. This traffic volume scenario and the related intersection capacity analyses will identify the roadway improvements necessary to mitigate the direct traffic impacts of the Project, if any. Figures 5-4 and 5-5 present projected AM and PM peak hour traffic volumes at the twenty-five (25) key study intersections and two (2) Project driveways with the addition of the trips generated by the proposed Project to existing traffic volumes, respectively. Figure 5-5 also presents the Existing Plus Project daily traffic volumes.