Laserfiche WebLink
r� <br /> WI <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 95`h Percentile Turn Pocket Queue <br /> Summary at Signalized Intersections <br /> Storage Cumulative Plus <br /> Intersection Movement Length Peak Hour Cumulative Project Queue <br /> (ft)1 Queue Length Length <br /> Foothill Rd&Dublin <br /> 3 EBL 225 PM 225 250 <br /> Canyon Rd/Canyon Wy <br /> 6 Foothill Rd &Bernal Ave SBL 300 PM 300 350 <br /> 1-680 NB&Stoneridge WBT 600 AM 600 625 <br /> 11 Dr SBL 325 AM 325 375 <br /> Santa Rita Rd & NBT 475 PM 400 600 <br /> 13 <br /> Stoneridge Dr <br /> 9 SBL 325 PM 325 400 <br /> 19 HDacienda Dr&Owens WBL 175 PM 175 200 <br /> 22 Santa Rita Rd& NBL 300 PM 300 325 <br /> Rosewood Dr <br /> Santa Rita Rd &Old EBL 100 AM 50 150 <br /> 23 Santa Rita Rd/Pickens Ln AM 175 400 <br /> NBL 250 <br /> PM 125 575 <br /> 24 Santa Rita Rd&Valley EBL 200 AM 200 225 <br /> Ave <br /> Sunol Blvd &Valley NBL 175 PM 175 200 <br /> 30 Ave/Juni ero St <br /> P 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 <br /> not reflected in the storage length above. <br /> 5. Bold indicates queue potentially extends beyond available storage. <br /> 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 <br />