left-turn lanes and one right-turn lane in the eastbound direction. Additional road widening on Lagoon Road & Sierra Point Parkway would also be required. The signal shall be constructed and accepted for public maintenance prior to issuance of occupancy permits for any site-specific development that would cause signal warrants to be met in the AM or PM peak hour. The other improvements cited in this measure shall be constructed and accepted for public maintenance prior to issuance of occupancy permits for any site-specific development that would (1) 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.

Mitigation Measure 4.N-3g if revised to read as follows:

Mitigation Measure 4.N-3g: Prior to the issuance of the first building occupancy permit for new development other than relocation or improvement of an existing use within the Project Site Prior to issuance of occupancy permits for any site-specific development that would (1) 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, signal timing settings at the Carter Street/Geneva Avenue intersection shall be modified by the City and County of San Francisco to provide longer green time on eastbound/westbound permitted movements and longer cycle length.

In addition, site-specific development projects that would (1) 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 for facilities outside of the City of Brisbane, as identified in Mitigation Measures 4.N-1d through 4.N-1f, and Mitigation Measures 4.N-3f through 4.N-3h will be conditioned as part of Brisbane’s planning review process to demonstrate a good faith effort to install or provide fair share payment for needed improvements prior to issuance of building permits.

BCC-663

[See page 5-280 for the original comment] See Response BCC-662.

BCC-664

[See page 5-280 for the original comment] The impact analysis uses quantitative inputs to determine the intersection delay and LOS. As stated on page 4.N-97, Mitigation Measure 4.N-1b would improve intersection operations at Old County Road/Bayshore Boulevard to operate at LOS C for the DSP and DSP-V scenarios and LOS D for the CPP and CPP-V scenarios. By improving intersection operations, issues of traffic backing up onto the Tunnel Avenue bridge would be reduced.

BCC-665

[See page 5-280 for the original comment] A prescriptive mitigation measure involves listing specific improvements to mitigate impacts, such as adding one