up to 150 events per year could occur at the arena (e.g., Wednesday, Friday, and Saturday every week per year). Assuming an approximate weekday evening start time of about 7:00 PM, the weekday PM peak hour (5:00 to 6:00 PM) was analyzed for pre-event conditions to address transportation impacts associated with possible sold-out events occurring at the arena. Although no specific program has been developed for events at the arena Of the up to 150 events that could occur at the arena, it is unknown how many sell-out events with 17,000 attendees would occuring during weekday evenings would likely be infrequent.

Footnote 15 on page 4.N-91 is revised to read:

The analysis of Existing plus Project conditions assumes typical traffic conditions (i.e., not those conditions when the proposed arena under the DSP-V scenario would have a weekday evening sell-out event). Traffic impacts resulting from an infrequent occurrence of a weekday evening special event at the arena are described separately in Impact 4.N-5.

The paragraph starting at the bottom of page 4.N-126 and ending at the top of page 4.N-128 is revised to read as follows:

The impact analysis of arena events under Cumulative (2030) conditions with the DSP-V scenario assumed a weekday evening sold-out event at the approximately 17,000-seat arena.²² Although no specific program has been developed for events at the arena, it is anticipated that up to 150 events could occur at the arena annually. It is no known how many sold-out events with 17,000 attendees would occurring during weekday evenings would likely be infrequent. Smaller-sized events during weekday evenings and events occurring during the day and on weekends would have fewer impacts due to the lower traffic volumes demands on the study area roadways.

BCC-649

[See page 5-277 for the original comment] The Existing Plus Project scenarios do not include trips from future development and represent current conditions with the Brisbane Baylands Project Site development trips added. See Table 4.N-31 in the Draft EIR for LOS analysis under Cumulative Conditions, which includes traffic generated by nearby development and overall background traffic growth. LOS for unsignalized intersection is based upon the delay experienced at the stop-controlled approaches. In this case, only the northbound approach is stop controlled, and the added volume adds little delay, as the conflicting movement volumes are low.

There is no direct access between Bayshore Boulevard and the Sierra Point Parkway / US 101 ramps. Traffic impacts (which are inclusive of auto and transit