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Mike Tassano December 6, 2022 <br />Page 43 of 39 <br />queues exceeding the available storage with the addition of Project traffic. Appendix B provides a <br />complete summary of intersection queuing, including those locations wherein the storage is <br />already exceeded in existing conditions prior to the addition of project generated traffic. <br />Table 10: Cumulative with Project Conditions 95th Percentile Turn Pocket Queue Summary at Signalized Intersections <br />Intersection Movement Storage Length (ft)1 Peak Hour Cumulative <br />Queue Length <br />Cumulative Plus Project Queue Length <br />3 Foothill Rd & Dublin Canyon Rd/Canyon Wy EBL 225 PM 225 250 <br />6 Foothill Rd & Bernal Ave SBL 300 PM 300 350 <br />11 I-680 NB & Stoneridge Dr <br />WBT 600 AM 600 625 <br />SBL 325 AM 325 375 <br />13 Santa Rita Rd & Stoneridge Dr <br />NBT 475 PM 400 600 <br />SBL 325 PM 325 400 <br />19 Hacienda Dr & Owens Dr WBL 175 PM 175 200 <br />22 Santa Rita Rd & Rosewood Dr NBL 300 PM 300 325 <br />23 Santa Rita Rd & Old Santa Rita Rd/Pickens Ln <br />EBL 100 AM 50 150 <br />NBL 250 AM 175 400 <br />PM 125 575 <br />24 Santa Rita Rd & Valley Ave EBL 200 AM 200 225 <br />30 Sunol Blvd & Valley Ave/Junipero St <br />NBL 175 PM 175 200 <br />SBT 750 AM 750 800 <br />Notes: <br />4. An additional 60 to 90 feet of storage is typically provided in the taper area outside of the through lane, which is not reflected in the storage length above. 5. Bold indicates queue potentially extends beyond available storage. Source: Fehr & Peers, December 2022. <br />Cumulative Conditions Intersection Improvement Measures <br />Potential improvement measures were developed for intersections operating below the city’s LOS <br />standards under the Cumulative conditions’ scenarios. Those potential improvement measures <br />are as follows: <br />• Intersection 8: Stoneridge Drive/Stoneridge Mall Road – The addition of project generated <br />traffic to Cumulative baseline conditions would result in this intersection degrading to