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31A - CUP 2010-01 - 500 W SANTA ANA BLVD
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31A - CUP 2010-01 - 500 W SANTA ANA BLVD
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Last modified
1/3/2012 4:10:17 PM
Creation date
3/31/2010 9:01:08 AM
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City Clerk
Doc Type
Agenda Packet
Item #
31A
Date
4/5/2010
Destruction Year
2015
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City streets surrounding and leading to the site all have sidewalks on both sides. A brick-paved <br /> plaza connects the front building entrance to both Ross Street and Santa Ana Boulevard. Striped <br /> crosswalks are provided on all four legs of the stop-controlled intersection of 3rd Street and Ross <br /> Street and striped crosswalks and pedestrian push buttons are provided on all four legs of the <br /> signalized intersection of Santa Ana Boulevard and Ross Street. In addition, an uncontrolled <br /> mid-block crosswalk with decorative pavers is provided on Ross Street at 4~' Street, neaz the <br /> northeast comer of the building. The sidewalk and crosswalk network in the project vicinity <br /> provides convenient access to and from the OCTA bus stops on Santa Ana Boulevard and on <br /> Ross Street near the building. Amore detailed discussion of transit service in the azea is provided <br /> in the Transit section of the report. <br /> Vehicular Circulation <br /> The pazking structure is currently a gated operation with alift-arm on the inbound and outbound <br /> lanes, and a parking attendant. Vehicles entering the pazking structure receive atime-stamped <br /> ticket card from the attendant, and the same attendant checks the ticket upon exiting. This <br /> sometimes causes a queue for inbound and /or outbound traffic, particularly when vehicles are <br /> entering and exiting simultaneously. Based on the current parking layout and gate operation, an <br /> outbound queue could block access to and from the row of parking spaces along the west wall of <br /> the parking structure adjacent to the gate. <br /> The proposed Corinthian College class schedule could result in a high turnover of inbound and <br /> outbound vehicles between shifts. In order to minimize vehicle-to-vehicle conflict during the <br /> turnover between shifts, an automatic enter and exit system should be implemented to expedite <br /> processing inbound and outbound vehicles. The high turnover of inbound and outbound vehicles <br /> at one time may be alleviated by providing l0- to 15-minute breaks between shifts, andlor <br /> staggering class start times. <br /> ALTERNATIVE TRAVEL MODES <br /> Based on information provided by Corinthian College, it is assumed that 19% of the student <br /> population is non-driving, and therefore use an alternative method of commuting, such as those <br /> discussed in this section. The use of alternative trans ortation could reduce the arkin demand <br /> <br /> i P P g <br /> and vehicle queuing at the entrance. <br /> Bic lce <br /> Y <br /> Although there are no bicycle lanes provided on the streets surrounding the project site, bicycling <br /> is one form of alternative travel that could appeal to the student population. Secure bicycle racks <br /> should be provided within the building or the parking structure to accommodate and encourage <br /> bicycle ridership. <br /> Corinthian College - 19 - February, 2010 <br /> Parking Study <br /> 31 A-39 <br /> <br />
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