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�1 CITY OF SANTA ANA <br /> operations. For Diamond Interchanges, when possible, off ramp phase single entry <br /> operations coupled with coordinated phase through band with offset off ramp band flows <br /> should be employed for both directions. Dependent on spacing between off ramp <br /> intersections, dual entry operations may be appropriate. <br /> C. Consultant shall present from 2 to 3 timing plan operational scenarios dependent on <br /> coordinated and crossing arterial traffic conditions for timing plan implementation and the <br /> "when", "who", and "how". These scenarios will be part of the initial presentation of the <br /> corridor existing conditions, proposed groupings and cycle lengths report. <br /> Sub-Task 4.4: Coordinated Optimized Traffic Signal Timing <br /> A. Based on a consensus developed from discussions of the scenarios presented and then <br /> approved by the Agencies, the consultant shall prepare Coordinated Optimized Traffic <br /> Signal Timing Plans for the four (4) Caltrans intersections. <br /> B. Consultant will measure the saturation flow rates at key project intersections during one <br /> peak hour where the overall intersection volume-to-capacity ratio is greater than or equal <br /> to 0.8 as a calibration for the Synchro model. Timing parameters shall provide adequate <br /> crossing time to accommodate pedestrians within the phase split. <br /> C. Consultant shall develop an operational model within latest SimTraffic Version. The <br /> operational analysis will be used to micro-simulate and analyze specific roadway <br /> segments with queuing, spill back, starvation, storage blocking, and other queuing <br /> interactions, and to analyze and mitigate the conditions discovered by consultant <br /> and/or City of Santa Ana and Agencies in field reviews. <br /> D. Consultant shall develop optimized signal timings using the results from <br /> Synchro/SimTraffic, in conjunction with Tru-Traffic and recommend any changes to the <br /> signal phasing at each signalized intersection that may improve the efficiency of <br /> operations. Output of the modeling software shall not be utilized without proper <br /> QA/QC. Engineering judgment shall be utilized to determine final operational <br /> parameters. The recommended signal timing plans shall be reviewed by the City of <br /> Santa Ana and local Agency staff. <br /> 1. Consultant shall prepare, at minimum, three (3) timing plans for a typical <br /> weekday which consider the following peak periods: AM PEAK, MID-DAY <br /> PEAK, PM PEAK and one (1) timing plan for a typical Saturday/Sunday MID- <br /> DAY PEAK. Timing plans should be in Synchro, Tru-Traffic, and the preferred <br /> timing chart format of Caltrans or each local Agency. <br /> 2. Consultant shall prepare, special plans for congestion mitigation based on <br /> scenarios approved by the Agencies. <br /> 20 <br />