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Josh Pack <br /> P P <br /> November 10, 2009 <br /> Page of FFFI1: & PEER\ <br /> IAAYSTOY,ATi OK COXSVI,AM,S <br /> Although vehicle queues and vehicle lane changing movements can be minimized though traffic <br /> signal operations and additional signage directing vehicles to the proper lane with construction of <br /> the Proposed Project and minimal growth in background traffic through the near -term condition, <br /> the construction of a second receiving lane on the northbound 1 -680 on -ramp and conversion of a <br /> westbound through lane to a through -right shared lane would minimize many of the Bernal <br /> Avenue corridor operational deficiencies. Although this improvement is not required on opening <br /> day of the Gateway Retail Center, the Project Applicant and City should begin discussions with <br /> Caltrans to implement this improvement. <br /> CONCLUSIONS <br /> The results of this assessment show that the proposed Gateway retail center would generate <br /> significantly less traffic than the combined retail /office project, eliminating the need for the second <br /> receiving lane on the 1 -680 northbound on -ramp based on the intersection levels of service <br /> results. However, there would be some periodic vehicle queue spillback on Bernal Avenue. The <br /> effects of vehicle queue spillback and lane changing maneuvers can be partially mitigated <br /> through signal timing and additional signage to direct vehicles to the proper lane; the construction <br /> of a second receiving lane on the northbound 1 -680 on -ramp and conversion of a westbound <br /> through lane to a through -right shared lane would minimize many of the Bernal Avenue corridor <br /> operational deficiencies. Although this improvement is not required on opening day of the <br /> Gateway Retail Center, the Project Applicant and City should begin discussions with Caltrans to <br /> implement this improvement. <br /> Please call Kathrin if you have any questions. <br /> Attachments: <br /> Figure 1 Project Trip Distribution <br /> Figure 2 Near -term With Modified Project Mitigated Lane Configurations, Traffic Control, <br /> and Peak Hour Traffic Volumes <br />