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ORANGE COUNTY TRANSPORTATION AUTHORITY (OCTA) (C-9-0826)
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ORANGE COUNTY TRANSPORTATION AUTHORITY (OCTA) (C-9-0826)
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Last modified
11/4/2024 4:45:24 PM
Creation date
1/14/2011 8:20:49 AM
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Contracts
Company Name
ORANGE COUNTY TRANSPORTATION AUTHORITY (OCTA) (C-9-0826)
Contract #
N-2011-006
Agency
PUBLIC WORKS
Destruction Year
0
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MEMORANDUM OF UNDERSTANDING NO. C-9-0826 <br />EXHIBIT A <br />2. Existing street and lane geometries, curbs, median, sidewalk width, <br />pedestrian ramps, etc. <br />3. Location of traffic control equipment at signalized intersections — poles, <br />controller cabinets, service cabinets, telephone service, detector loops, <br />existing service location connection, etc. <br />4. Traffic signs and pavement markings at intersections along the <br />Bristol/State College BRT Corridor and cross streets. <br />5. Traffic signal controller information, such as type of controller, brand and <br />make, condition of equipment. <br />6. Existing signal operation characteristics — signal phasing, cycle lengths, <br />lead -lag, protective -permissive, etc. <br />7. Existing signal communication equipment. <br />8. Existing time -referencing setup. <br />9. Special characteristics such as proximity to adjacent intersections, <br />location of bus stops, location of driveways, parking prohibitions, and <br />other factors that may affect the efficiency of operation. <br />10. Photographed each intersection including location of signal controller <br />cabinet. <br />11. Phot ographed the inside of each signal controller cabinet. <br />12. Noted any deficiencies of traffic control equipment at each intersection. <br />13. Noted the maintenance condition of the traffic signal equipment. <br />14. Existing preemptio n devices. <br />The field notes were prepared and approved by AUTHORITY in writing. <br />Previous consultant noted factors that are expected to affect signal progression <br />including, but not limited to: intersections with high pedestrian or bicyclist <br />volumes; over -saturated intersections; uneven lane distribution; high volumes of <br />trucks and buses; high -volume un-signalized intersections, including <br />interchanges; parking maneuvers; location of bus stops; differing signal timing <br />patterns among agencies; etc. <br />Previous consultant identified any deficiencies of the existing traffic signal control <br />equipment (i.e. hardware, software) and geometric layout. Previous consultant <br />provided recommended solutions that may be implemented in order to correct <br />deficiencies and improve the traffic operations along the Bristol/State College <br />Scope of Work 34 05/18/1 O <br />
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