[Added 8-23-1993 by Ord. No. 93-23]
A traffic management study shall be required for all major subdivisions, land developments and rezoning requests as described in § 205-102. This study and report will enable Montgomery Township to assess the effect of a proposed subdivision, land development or rezoning request on the transportation system in Montgomery Township. The purpose of the study is to ensure that proposed developments or zoning changes do not adversely affect the transportation network, to identify any traffic problems associated with site access and to determine traffic problems on Township, county or state roads in the study area of the proposed project. The study also will assist in the protection of air quality, the conservation of energy and the safety of the motoring public. The study shall also present specific determination of necessary traffic control signing (i.e., stop signs, speed limit signing, warning signs, no parking signing, etc.), conforming to Pennsylvania Consolidated Statutes, Title 75, and applicable Township requirements.
The traffic management study shall be prepared by a qualified traffic engineer and/or transportation planner with previous traffic study experience. The requirements, procedures and standards for the traffic management study are set forth in § 205-104.
A. 
A traffic management study shall be submitted for all residential subdivisions or land developments of 20 or more lots or dwelling units; all commercial, office, industrial, institutional or other nonresidential uses requiring subdivision or land development approval; all rezoning requests; and, with respect to residential subdivisions or land developments of fewer than 20 dwelling units, the Board of Supervisors, at its discretion where it determines that there is a need for a traffic management study because of the location of the proposed site, may require a traffic management study and report; provided, however, that the Supervisors notify the applicant of this requirement within 30 days of the original filing of the application.
B. 
The Board of Supervisors may waive in whole or in part the requirement for a traffic management study at its discretion in accordance with the provisions of § 205-107 below.
As used in this article, the following terms shall have the meanings indicated:
LEVEL OF SERVICE
This elevation is defined in the 1985 Highway Capacity Manual, Special Report 209, as amended, as operational conditions within a traffic stream (or at an intersection approach). "Level of service" also generally describes these conditions in terms of such factors as speed, travel time, freedom to maneuver, traffic interruptions, comfort and convenience and safety. Six "levels of service" are defined for each type of traffic facility, ranging from A to F. Level of Service A indicates free flow; Level of Service B indicates stable flow; Level of Service C indicates stable but inhibited flow; Level of Service D indicates high-density, restricted stable flow; Level of Service E indicates operation at or near capacity; and Level of Service F is indicative of flow breakdown.
MAJOR INTERSECTION
Any intersection where traffic generated by the proposal will have a significant effect on the operation of traffic through the intersection. Where doubt exists, the qualified traffic engineer and/or planner shall seek guidance from the Montgomery Township Board of Supervisors and/or the Township Traffic Engineer prior to the submission of the study.
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.
STUDY AREA
This area will extend along all Township, county and state roads serving the development and will extend to all major intersections in the Township that may be affected. Where doubt exists, the qualified traffic engineer and/or transportation planner will seek guidance from the Montgomery Township Board of Supervisors or its designee prior to the submission of the study.
TRIP GENERATION
The total count of trips to and from a study site per unit of land use (i.e., acres, dwelling unit, etc.) as established by the most recent edition of the Institute of Transportation Engineers Trip Generation Report. For land uses not listed in this report or if information is determined through a small sample size, the qualified traffic engineer and/or transportation planner shall seek guidance from the Montgomery Township Board of Supervisors or its designee prior to the submission of the study.
VOLUME/CAPACITY ANALYSIS
This procedure compares the volume of a traffic facility to its capacity. The procedure described in the 1985 Highway Capacity Manual, Transportation Research Board Special Report 209, as amended, shall be followed.
WARRANTS FOR TRAFFIC SIGNAL INSTALLATION
A series of warrants which detail the minimum traffic volume, pedestrian volume or other criteria necessary for the installation of a traffic signal. These criteria are contained in the most recent edition of the Manual on Uniform Traffic Control Devices for Streets and Highways, United States Department of Transportation, FHWA.
A traffic management study shall follow the outline in Subsection A and include information as contained in Subsection B.
A. 
Traffic management study outline.
(1) 
Introduction.
(a) 
Site and study area boundaries.
(b) 
Existing and proposed site uses.
(c) 
Existing and proposed nearby development.
(d) 
Existing and proposed roadways and intersections.
(2) 
Analysis of existing conditions.
(a) 
Daily (weekday and Saturday) peak hour traffic volumes.
(b) 
Volume/capacity analysis at critical points.
(c) 
Levels of service at critical points.
(3) 
Analysis of future conditions without proposed development.
(a) 
Daily (weekday and Saturday) peak hour traffic volumes.
(b) 
Volume/capacity analyses at critical points.
(c) 
Levels of service at critical points.
(4) 
Trip generation.
(5) 
Trip distribution.
(6) 
Traffic assignment.
(7) 
Analysis of future conditions with the proposed development.
(a) 
Daily (weekday and Saturday) peak hour traffic volumes.
(b) 
Volume/capacity analysis at critical points.
(c) 
Levels of service at critical points.
(8) 
Recommended improvements.
(a) 
Proposed recommended improvements.
(b) 
Volume/capacity analysis at critical points.
(c) 
Levels of service at critical points.
(9) 
Conclusions.
B. 
Traffic management report guidelines. The report made after the study shall be in the following format and contain the following information unless any part of the following requirements are specifically waived by the Board of Supervisors.
(1) 
Introduction. The objective of this section is to clearly identify the site and use and transportation setting for the site and its surrounding area.
(a) 
Site and study area boundaries. A brief description of the size, location, general terrain features, proposed land uses, construction staging and completion date of the proposed land development shall be provided. If the development is residential, types of dwelling units and number of bedrooms shall be included. Also, the description shall include probable socioeconomic characteristics of site users with respect to transportation needs of the site (i.e., number of senior citizens).
(b) 
Existing and proposed site uses. The existing and proposed uses of the site shall be identified in terms of type and zoning classification category.
(c) 
Existing and proposed nearby uses. A complete description of the existing land uses in the vicinity of the site as well as their current zoning, proposed uses for adjacent land and other major existing and proposed land development shall be provided.
(d) 
Existing and proposed roadways and intersections. The description shall contain full documentation of the proposed internal and existing external transportation system. This description shall include proposed internal vehicular bicycle and pedestrian circulation, all proposed ingress and egress locations, all internal roadways (widths and rights-of-way), parking conditions, traffic channelization and any traffic signals or other intersection control devices at all intersections within the site. Also, locations for all signing (i.e., speed limits, etc.) shall be shown and verified. The report shall describe the entire external roadway system within the study area. Major intersections in the study area shall be identified and illustrated. All existing and proposed public transportation services and facilities within a one-mile radius of the site shall also be documented. All future highway improvements within Montgomery Township and the study area, including proposed construction and traffic signalization, shall be noted. Improvements cited within the most recent Montgomery Township Comprehensive Plan shall be referenced. Improvements from the Pennsylvania Department of Transportation's twelve-year Highway and Bridge Program, within Montgomery Township and the study area, shall also be noted. Any proposed or in-place roadway improvements due to proposed surrounding developments shall be noted.
(2) 
Analysis of existing conditions. This section shall describe the results of the volume/capacity analysis to be completed for the roadways and intersections in the study area under existing conditions as well as any data collection efforts that are required.
(a) 
Daily and peak hour volumes. Schematic diagrams shall be presented depicting existing traffic volumes for average daily traffic (ADT), the weekday peak highway traffic hour(s) and peak development-generated hour(s) and the Saturday peak traffic hour. All documentation must be contained in the report. Turning movement and mainline volumes shall be presented for all peak hour conditions (weekday a.m. peak, weekday p.m. peak, weekday site-generated and Saturday peak) while only mainline volumes are required for ADT's. Source and method of computation must be included.
(b) 
Volume/capacity analysis at critical points. A volume/capacity analysis based upon existing volumes shall be performed during the weekday and Saturday peak traffic hour(s) and the peak development-generated hour(s) for all roadways and major intersections in the study area.
(c) 
Levels of service at critical points. Based on the results obtained in the previous section, levels of service are to be computed and presented in schematic form. Included in this section shall also be a description of typical operating conditions at each level of service.
(3) 
Analysis of future conditions without the proposed development. This section shall describe the anticipated traffic volumes in the future and the ability of the roadway network to accommodate this traffic without the proposed development. The future year(s) for which projections are made shall be the development completion year unless required otherwise by the Montgomery Township Board of Supervisors. Factors included within this section include, but are not limited to, background traffic growth expansion and traffic generated by other proposed developments as well as associated improvements.
(a) 
Daily and peak hour traffic volumes. This section shall clearly indicate the method and assumptions used to forecast future volumes in order that Township personnel can duplicate these calculations. The schematic diagrams depicting future volumes shall be similar for those described previously in Subsection B(2)(a) in terms of location and times (daily and peak hours).
(b) 
Volume/capacity analysis at critical points. The ability of the roadway system to accommodate future traffic (without the proposed development) is to be described in this section. If roadway improvements or modifications are committed for implementation, the volume/capacity analysis should be presented for these conditions. Periods of analysis shall be presented for these conditions. Periods of analysis shall be the same as those previously performed in Subsection B(2)(b).
(c) 
Levels of service at critical points. Based on the results obtained in the previous section, levels of service are to be determined and presented as in Subsection B(2)(c).
(4) 
Trip generation. The estimation of vehicular trips to result from the proposal shall be completed for average weekday, average Saturday, peak traffic hours during the weekday a.m. and p.m. peak traffic hours, the weekday peak development-generated hour and the Saturday peak traffic hour. These development-generated traffic volumes shall be provided for the inbound and outbound traffic movements as estimated, and the reference source(s) and methodology followed shall be documented. Any characteristics of the site which may cause particular trip generation problems shall be noted.
(5) 
Trip distribution. The direction of approach for site-generated traffic will be presented in this section for the appropriate time periods. As with all technical analysis steps, the basic method and assumptions used in this work must be clearly stated in order that Township officials may replicate these results.
(6) 
Traffic assignment. This section describes the utilization of study area roadways by site-generated traffic. The proposed traffic volumes shall be combined with anticipated traffic volumes as calculated under Subsection B(3) to describe mainline and turning movement volumes for future conditions with the site developed as proposed. Traffic volumes shall be assigned to individual access points. If school crossings are to be used, pedestrian volumes shall be assigned to each crossing.
(7) 
Analysis of future conditions with the proposed development. This section describes the adequacy of the roadway system to accommodate future traffic with development of the site.
(a) 
Daily and peak hour traffic volumes. Mainline and turning movement volumes shall be presented, in schematic form, for the highway network in the study area as well as driveways and internal circulation roadways for the appropriate time periods (identified previously).
(b) 
Volume/capacity analysis at critical points. Similar to Subsections B(2)(b) and B(3)(b), a volume/capacity analysis shall be performed for the appropriate peak hours for future conditions with the site developed as proposed.
(c) 
Levels of service at critical points. Based upon the results obtained in the previous section, levels of service are to be determined and presented as in Subsections B(2)(c) and B(3)(c).
(8) 
Recommended improvements. A description of proposed improvements to remedy deficiencies shall be included in this section. Improvements shall be identified which would replace capacity and/or return predevelopment levels of service conditions. Alternative improvement schemes shall be presented for postdevelopment traffic volumes to operate at a minimum Level of Service D or in no circumstances at a level of service worse than predevelopment levels. These recommendations shall separately identify committed projects of governmental agencies which were described and independently identified in Subsection B(1) and reflected in the analysis contained in Subsections B(2) and B(3).
(a) 
Proposed recommended improvements. This section should describe the location, nature and extent of proposed improvements to assure sufficient capacity. The listing of recommended improvements shall include, but not be limited to, the following elements: internal circulation design, speed limit, stop and no parking sign locations, site access location and design, external roadway and intersection design and improvements and traffic signal installation and operation, including phasing and timing. All physical roadway improvements shall be shown in sketches. This listing shall also include, for each improvement, preliminary cost estimates, funding source, timing and likelihood of the improvement implementation and the party responsible for the improvement.
(b) 
Volume/capacity analysis at critical points. Another iteration of the volume/capacity analysis shall be presented and described which demonstrates the anticipated results of making recommended improvements.
(c) 
Levels of service at critical points. Based on the results obtained in the previous section, levels of service for the study area with improvements shall be presented.
(d) 
Conclusion. The last section of the study shall be a clear, concise description of the study findings. It is anticipated that this concluding section should serve as an executive summary.
A. 
The traffic management study shall be submitted to the Township Secretary with the preliminary plan application or the petition for rezoning, as the case may be. An application for preliminary plan approval shall be deemed incomplete and unacceptable for filing if the traffic study is not included in the submission, and the time period for approval of such plans pursuant to Section 508 of the Pennsylvania Municipalities Code, 53 P.S. § 10508, shall not commence until the study is received by the Township Secretary. A petition for rezoning will not be accepted or scheduled for hearing until the traffic management study is received.
B. 
The preliminary plan and accompanying improvement construction plans shall not be submitted to the Pennsylvania Department of Transportation until the plans and the traffic management study have been reviewed by the Montgomery Township Planning Commission, the Montgomery Township Engineer and the Montgomery Township Traffic Engineer and approved by the Montgomery Township Board of Supervisors. The submittal to the Pennsylvania Department of Transportation shall be accompanied by the comments of Montgomery Township.
A. 
The Montgomery Township Planning Commission, the Township Engineer, the Township Traffic Engineer and Board of Supervisors shall review the traffic management study to analyze its adequacy in solving any traffic problems that may occur due to the land development, subdivision or request for rezoning.
B. 
The Montgomery Township Board of Supervisors may decide, after receiving the reports and recommendations of the Planning Commission, Township Engineer and Township Traffic Engineer, that certain improvements are necessary and may make these additional improvements to be completed by and at the cost of the developer as conditions to the subdivision, land development or request for rezoning approval.
A. 
The Board of Supervisors of Montgomery Township may waive or modify, in whole or in part, the requirement for a traffic management study or any of the requirements and standards set forth in § 205-104 if literal enforcement will exact undue hardship because of peculiar conditions pertaining to the land in question, provided that such waiver or modification will not be contrary to the public interest and that the purpose and interest of this article is observed.
B. 
In considering any waiver or modification, the Board of Supervisors may consider, in its discretion, but is not limited to considering, such factors as the location of the subject property, its proximity to intersections and major roadways, the size and density of the proposed subdivision or land development, the number and location of proposed accesses to the subject property and the nature of the use proposed.