Laserfiche WebLink
SCOPE OF SERVICES <br />has been included have been assumed based on a <br />review of existing project information and a <br />preliminary review of the project site. If additional <br />studies are identified during the environmental <br />phase of the project a scope of work and cost will <br />be submitted for approval by the City prior to their <br />initiation. <br />For each technical study the following submittals <br />are assumed (additional submittals would be <br />considered out of scope): <br />Draft Technical Study (electronically to the <br />City and then to Caltrans) <br />Revised Draft Technical Study <br />(electronically to the City and Caltrans for <br />concurrent review) <br />Final Technical Study for approval <br />(electronically to the City and Caltrans for <br />concurrent review and concurrence; <br />assumes no further comments) <br />6.3.1 Traffic Analysis <br />While the reduction in lanes is supported by <br />preliminary review of average daily traffic, a <br />focused review of peak hour travel is needed to <br />confirm commute congestion is within City and <br />OCTA standards. The study will evaluate the <br />Santa Ana Boulevard corridor intersections using <br />microsimulation software, SimTraffic, which is <br />appropriate for closely spaced intersections in <br />congested corridors. Microsimulation is required to <br />evaluate how queues between intersections build <br />up over space and time and potentially create <br />gridlock between the closely spaced intersections. <br />The following five intersections will be evaluated: <br />1. Santiago Street/Santa Ana Boulevard <br />2. Fuller Street/Santa Ana Boulevard <br />3. 1-5 SB Off-Ramp/Santa Ana Boulevard <br />4. Santa Ana Boulevard from Santiago Street <br />to Fuller Street <br />5. Santa Ana Boulevard from Fuller Street to <br />1-5 SB Off -Ramp <br />Fehr & Peers will collect new peak period turning <br />movement traffic counts (7-9 AM & 4-6 PM) to <br />prepare the existing conditions baseline condition <br />Traffic counts will include pedestrian and bicycle <br />counts to reflect the active uses in the corridor. A <br />24-hour vehicle classification count will also be <br />CITY OF SANTA ANA �J <br />SANTA ANA BOULEVARD GRADE SEPARATION ■ <br />HARKTHOHAS <br />conducted on Santa Ana Boulevard to understand <br />heavy vehicle percentages. Fehr & Peers will <br />collect traffic signal timing from the City of Santa <br />Ana and Caltrans at the study locations. <br />Fehr & Peers will conduct an existing conditions <br />assessment that will evaluate the existing roadway <br />system, transit network, and pedestrian/bicycle <br />facilities within the study area, along with existing <br />traffic volumes, and intersection and roadway <br />levels of service. <br />Fehr & Peers will prepare future traffic forecasts for <br />the below scenarios utilizing OCTA's latest travel <br />demand model, Orange County Transportation <br />Analysis Model (OCTAM), which is consistent with <br />Connect SoCa12024 (Southern California <br />Association of Governments 2024 Regional <br />Transportation Plan and Sustainable Communities <br />Strategy with base year 2019 and future year <br />2050). A review of OCTAM land use will be <br />conducted to confirm that land use growth <br />assumptions are consistent with City expectations <br />(Please note that Fehr & Peers recently conducted <br />this model land use review as part of the City's <br />Climate Action Plan and found consistency with <br />City growth expectations). Two future model runs <br />(with and without project) will be performed to <br />understand potential redistribution with the project. <br />1. Opening Year Conditions: project opening <br />year conditions assuming no project. An <br />ambient growth rate will be developed by <br />referencing OCTAM and the inclusion of <br />relevant pending and approved <br />development projects anticipated to be in <br />operation by opening year. <br />2. Future Year Conditions: Future year <br />conditions to be based on OCTAM <br />forecasts with no project. <br />3. Existing plus Construction Conditions: An <br />analysis of potential impacts during <br />construction of the proposed project <br />assuming that one lane in each direction <br />will be provided throughout construction. <br />4. Opening plus Project Conditions: Opening <br />year traffic volumes with project roadway <br />configuration. <br />5. Future plus Project Conditions: Future year <br />traffic volumes with project roadway <br />configuration. <br />