ORANGE COUNTY TRANSPORTATION AUTHORITY (OCTA) (C-9-0826)

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MEMORANDUM OF UNDERSTANDING NO. C-9-0826 EXHIBIT A All fieldwork shall be photographed and photos shall be provided to the AUTHORITY. CONSULTANT shall identify any deficiencies in the existing traffic signal control timing parameters or settings at each project intersection including: Pedestrian Walk and Pedestrian Clearance intervals; Bicycle and/or Automobile/Truck timing for Minimum Green; Yellow Change; and, All Red Clearance intervals as required by the MUTCD, CA MUTCD, Traffic Operations Policy Directives (TOPD), or enacted laws governing such issues. These deficiencies shall be submitted to the AUTHORITY and the agencies for review and comment. Each local agency shall be solely responsible for, and provide direction to CONSULTANT and AUTHORITY in the methods and formulas used to calculate the correct time settings for these respective timing intervals. These policies will be on file with the AUTHORITY. CONSULTANT shall provide a section in the technical memorandum deliverable, as described in Section 3.2.6, to AUTHORITY detailing the findings of the completed Field Inventory Report review. 3.2.5 TASK B-5: HARBOR BOULEVARD BRT CORRIDOR TSS DESIGN FINALIZATION SERVICES — REVIEW COMPLETED HARBOR BOULEVARD BRT CORRIDOR "BEFORE" STUDY Previous consultant conducted a "Before" field study report representative of the times and days for which synchronization plans were developed. The report identified Measures of Effectiveness (MOE) to evaluate the effects of the synchronization plans. MOE's included traffic flow, travel time, average speed, stops, fuel consumption reduction, pollution reduction, and other pertinent items. The identified MOE's were compiled for the corridor using the floating car method and Synchro 7.0. For the "Before" field study, previous consultant conducted a minimum of five (5) floating car "runs" in each direction and during all periods in which synchronization plans were developed. The completed report addresses optimization strategies for signal synchronization, specifically focusing on how to synchronize the Harbor Boulevard BRT Corridor (i.e. end -to -end optimization and/or coordinated zones). The report defines the traffic patterns along the Harbor Boulevard BRT Corridor throughout the day and throughout the week. The analysis was based on all floating car data collected using a GPS device and PC Travel software. AUTHORITY shall provide all PC Travel data files and an electronic copy, in Adobe Acrobat (PDF) format, of the PC Travel summary reports for CONSULTANT review and background information. Scope of Work 47 05/18/1 O