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

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TABLE 8-3 (CONTINUED) YEAR 2040 BUILDOUT PEAK HOUR INTERSECTION CAPACITY ANALYSIS (5) (3) Year 2040 Buildout a (1) (2) Year 2040 Buildout Plus Project Existing Year 2040 Buildout Plus Project (4) Plus Improvements Traffic Conditions Traffic Conditions Traffic Conditions Significant Impact Traffic Conditions � Time Key Intersection U d Period ICU/HCM LOS ICU/HCM LOS ICU/HCM LOS Increase Yes/No ICU/HCM LOS Cabrillo Park Drive at AM 17.8 s/v C 24.4 s/v C 25.2 s/v D 0.8 s/v No -- -- 19. D Wellington Avenue PM 17.9 s/v C 24.1 s/v C 24.7 s/v C 0.6 s/v No -- -- Tustin Avenue at AM 0.574 A 0.640 B 0.641 B 0.001 No -- - 20. E Wellington Avenue PM 0.411 A 0.462 A 0.464 A 0.002 No -- - Mabury Street at AM 7.7 s/v A 7.8 s/v A 7.8 s/v A 0.0 s/v No -- 21. D Fruit Street PM 7.7 s/v A 7.8 s/v A 7.9 s/v A 0.1 s/v No -- Cabrillo Park Drive at AM 12.5 s/v B 14.9 s/v B 15.2 s/v C 0.3 s/v No -- - 22. D Fruit Street PM 11.5 s/v B 13.6 s/v B 14.0 s/v B 0.4 s/v No -- - Park Center Drive at AM 10.3 s/v B 10.7 s/v B 10.8 s/v B 0.1 s/v No -- - 23. D Fruit Street PM 10.5 s/v B 10.8 s/v B 12.0 s/v B 1.2 s/v No -- Tustin Avenue at AM 0.509 A 0.577 A 0.584 A 0.007 No -- - 24. E Fruit Street PM 0.446 A 0.502 A 0.506 A 0.004 No -- - Cabrillo Park Drive at AM 18.6 s/v C 23.0 s/v C 29.2 s/v D 7.2 s/v No 0.514 A 17 25. D Park Court Place PM 24.3 s/v C 37.2 s/v E 56.9 s/v F 9.1 s/v No 0.423 A17 Note: Bold ICU/LOS or HCM/LOS values indicate adverse service levels based on the Cities LOS standards. • s/v = seconds per vehicle (delay) 17 Although the intersection is not considered significantly impacted, it is forecast to operate at unacceptable level of service. Therefore, recommended mitigation measures have been included in this analysis for informational purposes. Recommended mitigation includes the installation of a two-phase traffic signal.