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

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TABLE 9-4 YEAR 2040 BUILDOUT PEAK HOUR INTERSECTION CAPACITY ANALYSIS SUMMARY - CALTRANS ( (1) (2) �4) Year 2040 Buildout Year 20400 Buildout Plus Project Existing Year 2040 Buildout Plus Project Significant Traffic Conditions Time Traffic Conditions Traffic Conditions Traffic Conditions Impact with Improvements HCM LOS HCM LOS HCM LOS Yes/No HCM LOS Key Intersection Period I-5 SB On Ramp at AM 7.2 s/v A 7.9 s/v A 8.1 s/v A No -- -- 2. First Street PM 7.2 s/v A 8.9 S/v 16.6 s/v A B 9.2 s/v A No No -- -- - I-5 SB On Ramp/Mabury Street at AM 15.2 s/v B 17.6 s/v B 7. 4' street PM 13.3 s/v B A 16.8 s/v 10.2 s/v B 17.4 s/v B No -- - A21 I-5 NB Ramps at AM 8.7 s/v B 10.2 s/v B No 9.4 s/v 8. 41 Street PM 14.2 s/v 147.9 s/v B 28.1 s/v 170.3 s/v C 29.1 s/v C No 13.8 s/v B21 C2i SR-55 SB Ramps at AM F F 174.1 s/v F No 25.4 s/v 13. 40' Street PM 27.2 s/v C 39.7 s/v 48.2 s/v D 41.7 s/v D No 32.2 s/v C-- SR-55 NB Ramps at AM 24.8 s/v C D 50.6 s/v D No -- 14. 41' Street PM 20.0 s/v B 34.7 s/v C 37.0 s/v D No -- Note: • Bold HCM/LOS values indicate adverse service levels based on the Caltrans LOS standards. • s/v = seconds per vehicle (delay) 21 Although the intersection is not considered a significant impact based on Caltrans criteria, level of service results at the intersection with the implementation of improvements discussed in Section 11.0 have been included for informational purposes.