CORRESPONDENCE - 75C - Laserfiche WebLink

Home Browse Search

Y 2040 Project Design Year with Project Conditions —represents future year baseline traffic conditions with the proposed Project. • Prepare site traffic access analysis to include the potential impacts associated with other uses to be identified. • Investigate the adequacy of site access and internal circulation. Internal circulation, particularly with respect to vehicular queues at driveways, required stacking distance and potential impacts upon on -street traffic. Ensure that all access locations will provide safe egress and ingress including adequate sight distance in all directions. • Evaluate the need for additional on -site and/or off -site traffic. controls. • Identify measures to mitigate the impact of project traffic including roadway and intersection widening, traffic signals installation & modification signing, localized street improvement striping/channelization and all others improvements to provide acceptable LOS. • Prepare a professional traffic engineering site traffic access analysis report to include appropriate text, tabular and graphic material, suitable for presentation to the City as a freestanding document. • The consultant must review relevant traffic and parking studies and documents containing traffic analysis conducted in the area. The report must include investigation of the mitigation list presented in the original development agreement/traffic study as it relates to any proposed mitigation recommended in this study. • An assessment of traffic entering and exiting adjacent arterials must be included particularly with respect to the ability of project to find an "acceptable" gap in the traffic stream without being overtaken by the major street traffic. • Traffic Consultant shall be responsible to reach out to other jurisdictions, as needed, for concurrence on proposed study locations. • The City of Santa Ana adopted LOS "D" as the maximum threshold of significance at all intersections and mid -block locations. See Definitions below: LEVEL OF SERVICE DEFINITION Maximum Daily Average for Arterial Roads Street Lane A B C D E F Classification Configuration Principal Arterial 8 Lanes Divided 45,000 52,500 60,000 67,500 75,000 >75,000 Major Arterial 6 Lanes Divided 33,900 39,400 45,000 50,600 56,300 >56,300 Primary Arterial 4 Lanes Divided 22,500 26,300 30,000 33,800 37,500 >37,500 Secondary Arterial 4 Lanes Undivided 15,000 17,500 20,000 22,500 25,000 >25,000 Commuter Street 2 Lanes Undivided 7,500 8,800 10,000 11,300 12,500 >12,500