Definitions. As used in this section, the following terms shall have
the meanings indicated:
ENGINEERING AND TRAFFIC STUDIES
A 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 INTERSECTION
The 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 IMPROVEMENTS
Transportation-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 IMPROVEMENTS
All 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 TRANSPORTATION
Transportation 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 ANALYSIS
This 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 MEETING
A 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 AREA
The 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.
TRIP
A one-way trip into or out of the site, and not what is commonly
referred to as a "round-trip."
TRIP GENERATION RATES
The 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 ANALYSIS
This 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 INSTALLATION
A 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).