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

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TABLE 8-1 (CONTINUED) EXISTING PLUS PROJECT PEAK HOUR INTERSECTION CAPACITY ANALYSIS O (4) (1) (2) Existing Plus Project E Existing Existing Plus Project (3) Plus Improvements Traffic a o. Traffic Conditions Traffic Conditions Significant Impact Conditions u Time Key Intersection Period ICU/HCM LOS ICU/HCM LOS Increase Yes/No ICU/HCM LOS Cabrillo Park Drive at AM 17.8 s/v C 18.2 s/v C 0.4 s/v No -- - 19. D Wellington Avenue PM 17.9 s/v C 18.3 s/v C 0.4 s/v No -- - Tustin Avenue at AM 0.574 A 0.575 A 0.001 No -- - 20. E Wellington Avenue PM 0.411 A 0.412 A 0.001 No -- - Mabury Street at AM 7.7 s/v A 7.7 s/v A 0.0 s/v No -- - 21. D Fruit Street PM 7.7 s/v A 7.7 s/v A 0.0 s/v No -- - Cabrillo Park Drive at AM 12.5 s/v B 12.7 s/v B 0.2 s/v No -- - 22. D Fruit Street PM 11.5 s/v B 11.9 s/v B 0.4 s/v No -- - Park Center Drive at AM 10.3 s/v B 10.4 s/v B 0.1 s/v No -- - 23. D Fruit Street PM 10.5 s/v B 10.6 s/v B 0.1 s/v No -- - Tustin Avenue at AM 0.509 A 0.516 A 0.007 No -- - 24. E Fruit Street PM 0.446 A 0.451 A 0.005 No -- - Cabrillo Park Drive at AM 18.6 s/v C 22.6 s/v C 4.0 s/v No -- - 25. D Park Court Place PM 24.3 s/v C 32.4 s/v D 8.1 s/v No -- - Note: • Bold ICU/LOS or HCM/LOS values indicate adverse service levels based on the Cities LOS standards. ■ s/v = seconds per vehicle (delay)