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

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8.2 Year 2025 Traffic Conditions Table 8-2 summarizes the peak hour Level of Service results at the twenty-five (25) key study intersections for the Year 2025 horizon year. The first column (1) of ICU/LOS and HCM/LOS values in Table 8-2 presents a summary of existing AM and PM peak hour traffic conditions. The second column (2) lists projected cumulative traffic conditions (existing plus ambient plus related projects traffic) based on existing intersection geometry, but without any traffic generated from the proposed Project. The third column (3) presents forecast Year 2025 near -term traffic conditions with the addition of Project traffic. The fourth column (4) shows the increase in ICU value and/or HCM value due to the added peak hour Project trips and indicates whether the traffic associated with the Project will have a significant impact based on the LOS standards and significant impact criteria defined in this report. The fifth column (5) presents the resultant level of service with the inclusion of recommended traffic improvements, where needed, to achieve an acceptable level of service. 8.2.1 Year 2025 Cumulative Traffic Conditions Review of column (2) of Table 8-2 indicates that the addition of ambient traffic growth and related projects traffic will adversely impact two (2) of the twenty-five key study intersections. The remaining study intersections are forecast to operate at acceptable level of service during the AM and PM peak hours. The intersections forecast to operate adversely consist of the following: AM Peak Hour PM Peak Hour Ka Intersection ICU/HCM LOS ICU/HCM LOS 1. Elk Lane at First Street -- -- 0.921 E 13. SR-55 SB Ramps at 41h Street 1.063 F -- -- 8.2.2 Year 2025 Cumulative Plus Project Conditions Review of columns (3) of Table 8-2 indicates that four (4) of the twenty-five study intersections are forecast to operate at unacceptable level of service during the AM and/or PM peak hours, based on the LOS standards and impact criteria specified in this report, with the addition of project traffic. The remaining study intersections are forecast to operate at acceptable level of service during the AM and PM peak hours. The intersections forecast to operate adversely consist of the following: Key Intersection 1. Elk Lane at First Street 8. I-5 NB Ramps at 4' Street 13. SR-55 SB Ramps at 411 Street 25. Cabrillo Park Drive at Park Court Place AM Peak Hour PM Peak Hour ICU/HCM LOS ICU/HCM LOS -- -- 0.929 E -- -- 0.904 E 1.074 F -- -- -- -- 45.9 s/v E