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<br /> <br /> <br /> <br /> <br /> <br /> CALVARY CHURCH TRAFFIC IMPACT ANALYSIS <br /> SITE SPECIFIC REQUIREMENTS <br /> <br /> • Trip generation forecast including existing and cumulative projects. <br /> <br /> • Trip distribution forecast and trip assignment customized to accommodate the nature of <br /> project and cumulative project traffic. <br /> <br /> • Research must be done of all major unoccupied office buildings in the vicinity of the project. <br /> All major unoccupied buildings must be included as cumulative project in the analysis. <br /> • Capacity analysis at the following intersections during both the morning and evening peak <br /> periods (traffic counts may be available from the City of Santa Ana active file or existing and <br /> ongoing traffic studies within the vicinity). The City of Santa Ana utilizes the following values <br /> in calculating Intersection Capacity Utilizations (ICU's):1600 vphpl for turning lanes, 1700 <br /> vphpl for through lanes, 5% clearance intervals. For unsignalized intersection, the HCM shall <br /> be used. <br /> ? Fourth Street at 1-55, SB Ramps (signalized) <br /> <br /> ? Fourth Street at 1-5, NB Ramps (signalized) <br /> <br /> ? Fourth Street at Tustin Avenue (signalized) <br /> ? Fourth Street at Park Center Drive (unsignalized) <br /> <br /> ? Fourth Street at Cabrillo Park Drive (unsignalized) <br /> ? Tustin Avenue at Seventeenth Street (signalized) <br /> <br /> ? Tustin Avenue at Wellington Avenue (signalized) <br /> ? Tustin Avenue at Fruit Street (signalized) <br /> <br /> ? Wellington Avenue at Williams Street (unsignalized) <br /> ? Wellington Avenue at Cabrillo Park Drive (unsignalized) <br /> <br /> ? Fruit Street at Park Center Drive (unsignalized) <br /> <br /> ? Fruit Street at Cabrillo Park Drive (unsignalized) <br /> NOTE: Some intersection assessments are related to capacity analysis as well as residential <br /> neighborhood traffic evaluations. <br /> <br /> • Assessments and recommendations at project access locations including sight distance & <br /> stopping sight distance for project traffic entering and exiting project driveways and controls. <br /> • Assessment and recommendation of existing and future configuration/striping and Level of <br /> Service (LOS) at all impacted areas including the following segment locations. Please note <br /> road segment analysis shall be based on the Orange County MPAH methodology and the <br /> City of Santa Ana Circulation Element, No V/C capacity ratios in segment analysis: <br /> <br /> 9 <br /> <br /> <br /> 19E-11 <br />