be able to make the necessary findings required for abandonment of Beatty Avenue prior to the completion of Geneva Avenue extension.

Page 4.N-110  Recology-21 [See page 5-492 for the original comment] REVISE the second paragraph as follows:

As shown in those tables, among the intersections analyzed in this document, the following four would operate acceptably under Cumulative With Project conditions during both AM and PM peak hour, and the cumulative impact would be less than significant:

2.     Guadalupe Canyon Parkway & Bayshore Boulevard

3.     Valley Drive & Bayshore Boulevard

10.     Harney Way & Thomas Mellon Drive

13.     Blanken Avenue & Tunnel Avenue 19.   Tunnel Avenue & Geneva Avenue

Page 4.N-115  BCC-662 [See page 5-280 for the original comment] REVISE Mitigation Measure 4.N-3a as follows:

 

Mitigation Measure 4.N-3a:7 Prior to issuance of the first building occupancy permit for new development other than improvement or relocation of an existing use within the Project Site, In addition to the improvements required by Mitigation Measure 4.N-1a (which addressed Existing Plus Project conditions) shall be supplemented the following physical improvements shall be constructed and accepted for public maintenance to account for cumulative traffic conditions prior to issuance of occupancy permits for any site-specific development that would result in reducing the intersection to below the acceptable LOS standard, or (2) contribute additional traffic to the intersection if it is already operating below the acceptable LOS standard. Thus, the full extent of improvements shall include the following:

The eastbound approach at the signalized intersection of Geneva Avenue & Bayshore Boulevard shall be restriped to create one additional through lane and to modify one of the existing two right-turn lanes to become a shared through/right-turn lane. In addition, the southbound approach shall be restriped to provide an additional exclusive left-turn pocket. Finally, the northbound approach shall be restriped to provide two additional lanes: an additional left-turn pocket and an added right-turn lane.

 

 

 

 



• ⁷ Mitigation Measure 4.N-1a provides for mitigation of Project Site development-related impacts in the Existing plus Project condition, while this mitigation measure provides for mitigation in the Cumulative With Project condition. This mitigation measure is based on needed modification to the existing, baseline configuration of the intersection and does not assume that Mitigation Measure 4.N-1a is implemented.


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