Definitions. As used in this section, the following terms shall have the meanings indicated:
ENGINEERING AND TRAFFIC STUDIESA study that is prepared in accordance with the Pennsylvania Code, Title 67, Chapter
212, Official Traffic Control Devices, and PennDOT Policies and Procedures for Transportation Impact Studies, as such Code may be amended from time to time.
LEVEL OF SERVICE (LOS)As described in the current Transportation Research Board's Highway Capacity Manual, a qualitative measure of the operational conditions within a vehicular traffic stream and their perceptions by motorists. Six levels of service (A through F) are defined for each type of facility, with LOS "A" representing the least congested operating conditions and LOS "F" representing a breakdown in operating conditions. Levels of service are defined in terms of average delay per vehicle for signalized and unsignalized intersections. Level of service drops are those future conditions that result in a negative impact on intersection and/or approach lane level of service operations, i.e. LOS D changes to a LOS E in future conditions.
MAJOR INTERSECTIONThe intersection of any arterial or collector street with any other arterial or collector street as defined by PennDOT/NJDOT Smart Transportation Guidebook, March 2008, PennDOT's Functional Classification Map, the municipal roadway classification document or the equivalent document of adjacent municipalities, where appropriate.
OFF-SITE TRANSPORTATION IMPROVEMENTSTransportation-related improvements which are generally not contiguous with the property being developed and not required as an on-site improvement but are found by the transportation impact study to be necessary, partly or wholly, as a result of the proposed development.
ON-SITE TRANSPORTATION IMPROVEMENTSAll improvements on or adjacent to the development site in the public right-of-way required to be constructed by the owner/developer pursuant to any ordinance, resolution or requirement of the Borough and PennDOT.
PUBLIC TRANSPORTATIONTransportation service for the general public provided by a common carrier of passengers generally on a regular route basis, or a private operator offering service to the public.
QUEUE ANALYSISThis procedure includes the average queue and maximum queue of vehicles which will be observed in each traffic stream and intersection approach, measured in both feet and vehicles. Various statistical and/or computer models may be applied.
SCOPING MEETINGA meeting with PennDOT and/or the Borough Engineer to determine the parameters of the transportation impact analysis required for a PennDOT highway occupancy permit (HOP) or prior to the commencement of the transportation impact study that is required pursuant to this section to coordinate agreement on Borough conditions and expectations.
STUDY AREAThe study area shall be defined at the Borough/PennDOT scoping meeting but, at a minimum, shall include all development site access locations, any intersections immediately adjacent to the development property as well as all major intersections within 1,000 feet of all development access locations. Additional intersections may be added per the scoping meeting. The study area shall also identify all transit routes and transit stops within 1,000 feet of the proposed development/redevelopment and the location of sidewalks and pedestrian crossings. Proposals that will generate more than 1,000 average daily trips, without reduction for pass-by or internal capture, shall expand the study area to include major intersections within a one-half-mile radius of the development access locations. All intersections identified in the study area shall be examined, even if the intersections are located outside of the Borough.
TRIPA one-way trip into or out of the site, and not what is commonly referred to as a "round-trip."
TRIP GENERATION RATESThe total number of trips to and from a study site per unit of land use, as measured by the most current edition of the Institute of Transportation Engineers (ITE) "Trip Generation Manual." Upon approval by the Borough Engineer, alternative sources may be accepted.
VOLUME/CAPACITY ANALYSISThis procedure compares the volume of a roadway or intersection approach to its capacity (maximum number of vehicles that can pass a given point during a given time period.) The procedures described in the 2010 Highway Capacity Manual (latest edition), Highway Research Board Special Report 209, shall be followed.
WARRANTS FOR TRAFFIC SIGNAL INSTALLATIONA series of tests which identify the minimum vehicular traffic or pedestrian volumes or other criteria necessary for installation of a traffic signal. The warrant criteria are available in the current Manual of Uniform Traffic Control Devices (MUTCD), or PennDOT's Traffic Engineering Manual (Publication 46).