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Forty Martyrs Armenian Church Middle School March 17, 2025 <br /> 5311 West McFadden Ave, Santa Ana Focused Traffic Impact Study <br /> LEFT-TURN QUEUE ANALYSIS <br /> The adequacy of left turn lanes at the intersection of McFadden Avenue and Euclid <br /> Street are evaluated in this section. Based on existing conditions, the pocket lengths for <br /> northbound left turns and southbound left turns are insufficient for the 95th percentile <br /> queue. The results of queue analysis are shown in Table 15. The details of queue <br /> analysis can be found in Appendix C. <br /> Table 15. Queue Analysis— Existing Conditions <br /> Current 95th Percentile Queue Ft <br /> Turn Pocket Exceeds <br /> Intersection Movement Length Ft AM Peak PM Peak Capacity <br /> EBL 145 68 77 No <br /> McFadden Ave at WBL 145 61 51 No <br /> Euclid St <br /> NBL 105 144 178 Yes <br /> SBL 100 141 157 Yes <br /> After the completion of the project in year 2026, pocket lengths for northbound left turns <br /> and southbound left turns remain insufficient for the 95th percentile queue, as shown in <br /> Table 16. <br /> Table 16. Queue Analysis—Year 2026 After Project Completion <br /> Current 95th Percentile Queue Ft <br /> Turn Pocket Exceeds <br /> Intersection Movement Length Ft AM Peak PM Peak Capacity <br /> EBL 145 69 80 No <br /> McFadden Ave at WBL 145 61 51 No <br /> Euclid St <br /> NBL 105 148 182 Yes <br /> SBL 100 142 161 Yes <br /> K2 Traffic Engineering, Inc. 23 <br /> City Council 18 — 105 2/3/2026 <br />