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addition to the proposed southbound right -turn lane can be striped to provide additional queuing <br />storage. <br />Review of Column (2) of Table 10-2 indicates that with the implementation of improvements, the <br />queues are generally adequate under Year 2040 Buildout Plus Project traffic conditions during both <br />the AM and PM peak hours. However, the southbound right -turn lane at Cabrillo Park Drive/4th <br />Street may exceed the storage provided. As an alternative, subject to review and approval of City <br />staff, an option southbound through/right lane in addition to the proposed southbound right -turn lane <br />can be striped to provide additional queuing storage. The implementation of the recommended <br />improvements also helps to improve congestion and limit unnecessary weaving/merging of vehicles <br />that need to enter the I-5 NB Ramp22. <br />However, in the event that Fourth Street experiences "spikes" in congestion during the weekday AM <br />and PM peak hours, residents will very likely re-route themselves (self -monitor) and utilize the <br />northern Driveway on Park Court Place instead of the driveway on Fourth Street. The intersections <br />of Cabrillo Park Drive/Park Court Place and Cabrillo Park Drive/Fourth Street have enough capacity <br />to accommodate the additional trips. <br />Appendix G presents the queueing worksheets for Year 2040 Buildout Plus Project traffic <br />conditions. <br />22 Level of service results at Cabrillo Park Drive/4' Street with Improvements: <br />Year 2040 Buildout Plus Project: AM Peak Hour: ICU 0.674, LOS B; PM Peak Hour: ICU 0.915, LOS E <br />