2. TRANSPORTATION IMPACT
ASSESSMENT GUIDELINES
LIGNES
DIRECTRICES DE L’EVALUATION DE L’IMPACT SUR LES TRANSPORT
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That Council:
1. Adopt
the attached 2006 Transportation Impact Assessment Guidelines (Document 3); and
2. Approve
the delegation of authority to the Deputy City Manager, Public Works and
Service to modify the guidelines for minor or administrative matters as
required..
JOINT PLANNING & ENVIRONMENT AND TRANSPORTATION
COMMITTEE RECOMMENDATIONS AS AMENDED
That Council:
1. Adopt the attached 2006 Transportation
Impact Assessment Guidelines (Document 3);
2. Approve the
delegation of authority to the Deputy City Manager, Public Works and Services
to modify the guidelines for minor or administrative matters as required;
3. That the Transportation
Impact Assessment Guidelines require a signature of the licensed or registered
professional responsible for producing Community Transportation Studies,
Transportation Impact Studies and Transportation Briefs;
4. That the Transportation
Impact Assessment Guidelines be reviewed by Committee and Council within the
next 3 years; and,
5. WHEREAS many residents
of rapidly growing communities feel that development is being approved even
through there are concerns about whether the transportation system can handle
that development;
AND WHEREAS Traffic Impact Studies are intended to prevent development
from taking place when the Transportation System cannot handle additional
traffic;
AND WHEREAS residents are worried about the impact on the outcome of
Traffic Impact Studies when developers oversee the conduct of those studies;
BE IT RESOLVED THAT the Planning and Environment Committee and the
Transportation Committee instruct staff to develop a process for having
proponents of development proposals requiring traffic impact studies to pay the
City to conduct those studies;
AND BE IT RESOLVED THAT the proposed process be revenue neutral for the
City.
RecommandationS du comitÉ DE
L’AGRICULTURE ET DES QUESTIONS RURALES
Que le Conseil municipal:
1. Adopte
les Lignes directrices de l’évaluation de l’impact sur les transports de 2006
ci-jointes (document 3); et,
2. Approuve
la délégation de pouvoirs au directeur municipal adjoint, Services et Travaux
publics et le cas échéant, de modifier les directives sur des questions
mineures ou administratives.
RECOMMANDATIONS MODIFIÉES DU COMITé CONJOINT DE L’URBANISME ET DE L’ENVIRONNEMENT ET DU
COMITé DES TRANSPORTS
Que le Conseil municipal:
1. Adopte les lignes
directrices de l’évaluation de l’impact du transport 2006 ci‑jointes (3e document).
2. Approuve la délégation de pouvoir au
directeur municipal adjoint, Services
et Travaux publics, afin de modifier les lignes directrices pour des détails ou
des questions administratives au besoin.
3. Que
les lignes directrices de l’évaluation de l’impact du transport exigent la
signature du professionnel inscrit ou autorisé qui est chargé de faire les
études des transports communautaires, les études des répercussions des
transports et les comptes rendus sur les transports.
4. Que
le Comité et le Conseil examinent les lignes directrices de l’évaluation de
l’impact du transport d’ici trois ans.
5. ATTENDU
QUE de nombreux résidents de collectivités en expansion rapide ont l’impression
que les aménagements sont approuvés malgré les préoccupations que suscite la
capacité du réseau des transports d’absorber l’achalandage.
ATTENDU QUE les
études des répercussions sur la circulation visent à empêcher les aménagements
lorsque le réseau des transports ne peut absorber la circulation
supplémentaire.
ATTENDU QUE les
résidents s’inquiètent de l’incidence sur le dénouement que peuvent avoir les
études des répercussions sur la circulation lorsque les promoteurs supervisent
ces études.
IL EST RÉSOLU QUE
le Comité de l’urbanisme et de l’environnement et le Comité des transports
demandent au personnel d’élaborer un processus pour que les auteurs des
propositions d’aménagement qui exigent des études des répercussions sur la
circulation payent la Ville pour faire ces études.
IL EST AUSSI RÉSOLU QUE le processus proposé sera sans incidence sur les
revenus de la Ville.
1.
A/Deputy
City Managers’ report (Public Works and Services and Planning and Growth
Management) dated 22 August 2006
(ACS2006-PWS-TRF-0021).
2.
Extract
of Draft Minutes 3, Joint Planning and Environment Committee/ Transportation
Committee meeting of September 12, 2006.
3.
Extract
of Draft Minutes 32, Agriculture and Rural Affairs Committee meeting of
September 14, 2006.
Report to/Rapport au :
Transportation
Committee
Comité des transports
Planning and
Environment Committee
Comité de l’urbanisme et de
l’environnement
Agriculture and Rural Affairs
Committee
Comité de l’agriculture et des
questions rurales
and Council/et Conseil
22 August
2006/le 22 août 2006
R.G. Hewitt, Acting
Deputy City Manager /
Directeur municipal
adjoint par intérim,
Public Works and Services / Services
et Travaux publics
John L. Moser, Acting
Deputy City Manager /
Directeur municipal
adjoint par intérim,
Planning and Growth Management /
Urbanisme et Gestion de la croissance
Contact
Person / Personne ressource : Michael J. Flainek, M.Eng., P.Eng.
Director/Directeur,
Traffic and Parking Operations / Circulation de stationnement
(613) 580-2424 x 26882,
Michael.Flainek@ottawa.ca
SUBJECT: |
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OBJET : |
LIGNES DIRECTRICES
DE L’EVALUATION DE L’IMPACT SUR LES TRANSPORT |
REPORT RECOMMENDATIONS
That Transportation Committee, Planning and
Environment Committee, and Agriculture and Rural Affairs Committee recommend
that Council:
1. Adopt the attached 2006 Transportation Impact
Assessment Guidelines (Document 3); and,
2. Approve the delegation of authority to the Deputy City Manager, Public Works and
Service to modify the guidelines for minor or administrative matters as
required.
1. RECOMMANDATIONS DU RAPPORT
Que le Comité des transports, le Comité de l’urbanisme et de
l’environnement et le Comité de l’agriculture et des questions rurales
recommandent au Conseil :
1. d’adopter
les Lignes directrices de l’évaluation de l’impact sur les transports de 2006
ci-jointes (document 3); et,
2. d’approuver
la délégation de pouvoirs au directeur municipal adjoint, Services et Travaux
publics et le cas échéant, de modifier
les directives sur des questions mineures ou administratives.
EXECUTIVE SUMMARY
Assumptions and Analysis:
This report presents consolidated
Transportation Impact Assessment Guidelines intended to facilitate the
preparation and review of Transportation Impact Assessment reports submitted as
supporting documentation for Planning Act applications. These modified Guidelines update and replace
the previous 1995 Region of Ottawa-Carleton Transportation Impact Study
Guidelines, reflecting current transportation policies and objectives plus the
wider mandate and more extensive road network of the current City.
Financial Implications:
There are no financial implications to this
report.
Public Consultation/Input:
Work undertaken in this initiative was a joint
effort between the Departments of Planning and Growth Management and Public
Works and Services. Consultation with,
and input from the public and the development industry was an integral part of
the process.
RÉSUMÉ
Hypothèses et analyse :
Le présent rapport présente les Lignes
directrices de l’évaluation de l’impact sur les transports, destinées à
faciliter la préparation et l’examen des rapports d’évaluation de l’impact sur
les transports remis comme documentation à l’appui des demandes déposées en
vertu de la Loi sur l’aménagement du territoire. Ces lignes directrices modifiées mettent à
jour et remplacent les anciennes Lignes directrices de 1995 sur l’étude de
l’impact sur les transports de la Région d’Ottawa-Carleton, et reflètent à
présent les politiques et les objectifs actuels en matière de transport, de
même que le mandat élargi et le réseau routier plus vaste de la nouvelle
Ville.
Répercussions financières :
Il n'y a pas d'implications financières à ce
rapport.
Consultation
publique/commentaires:
Les travaux entrepris pour cette initiative ont
été réalisés conjointement par Urbanisme et Gestion de la croissance et
Services et Travaux publics. La
consultation du public et les commentaires fournis par les résidents et
l’industrie de l’aménagement ont constitué une partie intégrante du processus
engagé.
BACKGROUND
This report presents consolidated Transportation Impact Assessment (TIA) Guidelines intended to facilitate the preparation and review of TIA reports submitted as supporting documentation for Planning Act applications. The previous version of the Transportation Impact Study Guidelines, were developed by the former Region of Ottawa-Carleton in 1995. They were intended primarily to address transportation issues on Regional Roads and are still being used as the reference document to facilitate the approval of development applications. The proposed Guideline document has been prepared to reflect current transportation polices and objectives and the wider mandate of the City with regard to its complete road network and development review functions.
DISCUSSION
As part of the Development Review Process an applicant may be required to identify and address anticipated impacts on the City's transportation network as a result of a proposed development. This requirement is stated in the Planning Act and the City's Official Plan and is largely dependent on the nature and magnitude of the proposed development.
Section 4.3 of the Council-approved 2003 City Official Plan (OP) speaks to the City’s requirements for assessing the adequacy of the transportation network to meet the needs of proposed developments. Specifically, the OP states:
“The City will require a transportation impact study to be submitted where the City determines that the development may have an impact on the transportation network in the surrounding area. The transportation impact study will be undertaken in accordance with the City of Ottawa Transportation Impact Study Guidelines. The scope of the study will vary depending on the nature of the development. Under most circumstances, a study will not be required for minor infill development in areas where the road network is fully established.”
Currently, City staff are utilizing the 1995 Region of Ottawa-Carleton Transportation Impact Assessment Guidelines to review development applications.
One of the most significant changes being proposed in the new Transportation Impact Assessment Guidelines is a recognition of three distinct levels of analysis requirements based on the type of development application, the anticipated site trips being generated by the development, and identified traffic operational or safety triggers. In particular, the 1995 Guidelines required a Transportation Impact Study only in cases where the development was expected to generate more than 100 peak hour site trips. The proposed Guidelines set out protocols that will trigger either a mandatory Transportation Brief or a Community Transportation Study (depending on the type of application) anytime a development is expected to generate more than 75 peak hour site trips. Developments that are expected to generate more than 150 peak hour site trips will require either a Transportation Impact Study or a Community Transportation Study.
The three types of
studies are further described below:
1.
Community Transportation
Study - addresses Official Plan amendment, Zoning By-law amendment, and Draft
Plan of Subdivision related development (generating more than 75 peak hour
trips) where the scale of development and scope and area of the traffic impact
tends to be larger and at a higher level.
2.
Transportation Impact Study –
the standard impact study (150+ peak hour trips), requires the greatest detail
and reporting, associated with road modifications and safety and operational
issues.
3.
Transportation Brief - a
lower level analysis to address small developments (75 to 150 peak hour
generated trips) that will have an impact on the road network, but are not
significant and not likely to have a road modification requirement.
Moving to three study categories allows for a more appropriate and efficient process for facilitating the various development applications received. It is important to note, however, that the City retains the right to ask for a Transportation Impact Assessment whenever deemed warranted so as to respond to special circumstances that do not fit the proposed Guidelines.
Other significant changes include additional administrative and/or process details; more specific direction on study area and consideration of community concerns; additional direction regarding methods for forecasting travel demand; and additional submission requirements where roadway modifications are required to facilitate the impacts of a development.
Traffic Impact Assessment studies will continue to bear public scrutiny through the Development Review Process. The public will be encouraged to actively participate in the process through the public consultation approach adopted by Council, including: the posting of on-site signage with pertinent City contact information, advertisements in major and community newspapers, development application circulations to community groups, and staff or Councillor initiated community meetings. Official Plan amendment, Zoning By-law amendment, and Community Design Plan reports will continue to address the findings of Traffic Impact Assessments. Members of Council may also lift delegated authority for a site plan or subdivision application approval in order to address specific traffic concerns at Planning and Environment Committee and/or Agricultural and Rural Affairs Committee.
Document 1 provides a more detailed overview of the significant differences between the 1995 Transportation Impact Study Guidelines and the recommended 2006 Transportation Impact Assessment Guidelines.
Staff are seeking Council adoption of the Guidelines to provide an official position on the City's requirements (approach, scope and standards) for undertaking transportation impact assessment studies. By adopting the Guidelines, clear direction will be provided to the development industry and the City's constituents on the transportation requirements pertaining to new development.
In order to ensure that the Guidelines are as up-to-date as possible, staff are recommending delegated authority be provided to amend these Guidelines to address minor or administrative matters as required. City Council and stakeholders in the development review process would be informed of the modifications being introduced in a timely fashion.
CONSULTATION
In keeping with the City’s
commitment to an inclusive planning process, the draft Traffic Impact
Assessment Guidelines documents were circulated to Planning and Growth
Management’s Engineering Liason Sub-Committee and three groups of stakeholders
for review and comment:
·
The development industry (Ottawa-Carleton Home Builders
Association [OCHBA]), and the Building
Owners and Managers Association [BOMA,
Ottawa Chapter]);
·
The technical community (Consulting Engineers of
Ontario Ottawa Chapter, and active TIS Consultants); and,
·
The general public (through; a website posting,
mailouts, Ottawa Citizen and Le Droit notices, and a Public Open House).
A Public Open House was held at
City Hall on May 18, 2006.
Representatives from over 130 Community Associations/BIAs were notified
by direct mail of the Public Open House and the availability of the draft
documents on the City website. Notice
of the Public Open House was published on the City's information page in the
Ottawa Citizen and Le Droit on May 12, 2006.
Opportunities for general public review were also provided by the
posting of the draft Guidelines on the Public Consultation section of the
City's website.
The Public Open House was attended by eight persons. Document 2 provides a summary of the consultation comments received from all stakeholders, and staff responses to those comments.
FINANCIAL
IMPLICATIONS
There are no financial implications to this report.
SUPPORTING DOCUMENTATION
Document 1 - Summary of Proposed
Changes
Document 2 - Summary of
Stakeholder Consultation Process
Document 3 - 2006 Transportation Impact Assessment Guidelines
DISPOSITION
Upon
Council’s adoption of 2006 Traffic Impact Assessment Guidelines, staff will
distribute the Guidelines in their final form to the applicable
stakeholders.
DOCUMENT 1
SUMMARY OF PROPOSED CHANGES
City of Ottawa 2006 Transportation Impact Assessment Guidelines Summary of Proposed Changes |
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Base Report |
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Types of TIA Reports |
The 2006 TIA Guidelines
recognize three distinct types of TIA reports as compared to only one
previously. The 2006 TIA Guideline reports include: ·
Community
Transportation Study (CTS); ·
Transportation Impact
Study (TIS); and, ·
Transportation Brief
(TB). |
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Planning Process |
The 2006 TIA Guidelines now
reference the relevant planning controls. |
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Staff Consultation |
The 2006 TIA Guidelines now
recommend earlier consultation (pre TIS report submission) with the City
regarding study requirements. |
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Study Updates |
The 2006 TIA Guidelines now
require studies be updated after 5 years. |
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Consultant Qualifications |
The
1995 TIS Guidelines had no formal statement regarding consultant
qualification. The 2006 TIA Guidelines
require a licensed or registered professional with relevant experience in
transportation planning. |
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Process Triggers |
Specific
process triggers are now provided for the various types of applications. |
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Minimum Volume Triggers |
The
1995 TIS Guidelines did not require the preparation of a TIA report for any
development expected to generate fewer than 100 peak hour site trips (two-way). The 2006 TIA Guidelines do not require the preparation of a TIA
report for any development expected to generate fewer than 75 peak hour site trips (two-way), except where the development sets off the safety/operations
triggers. In these cases, the proponent would require a TIS report. |
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Safety/ Operations Triggers |
The 2006 TIA Guidelines now
require a TIS for any development that sets off any one of the safety/operational
triggers: ·
development requires
roadway modifications; ·
development presents
operational and/or safety concerns due to the location of the site accesses
or the background conditions on the boundary roads; or, ·
the site plan includes
a drive-thru facility. |
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TB Triggers |
The
1995 TIS Guidelines did not permit the preparation of TB. The 2006 TIA Guidelines permit an abbreviated report
in the form of a TB where the forecasted site traffic volumes lie between 75
vph and 150 vph in the peak hour (two-way) and the development does not set off the safety/operations
triggers. |
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Study Area |
2006 TIA Guidelines extend
to all road types. Study area includes: ·
All development
accesses; ·
CTS – whatever is
required; ·
TIS/TB - default is
all elements of the transportation system within 1 km of the site that are
impacted by development traffic, but study area boundaries will be sensitive
to development type, location, and existing conditions on road. |
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Methods for Demand Forecasting |
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Background Traffic |
More specific direction is
given on acceptable methods for estimating background traffic volumes. Specific information sources are given for
potential changes to the road network, and acceptable methods are given for
estimating general background growth. |
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Trip Generation Rates |
More specific direction is
given regarding potential and preferred sources of trip generation rates and
typical adjustment factors for transit modal share, TDM, and
commercial/retail land uses. |
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Trip Distribution
Assumptions |
More specific direction is
given regarding potential sources for trip distribution data and assumptions. |
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City of Ottawa 2006 Transportation Impact Assessment Guidelines Summary of Proposed Changes |
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Community Transportation Study - Analysis Methods
and Documentation Guidelines |
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Required Analysis |
·
A requirement has been
added for a minimum of one hour of field observations of existing conditions. ·
More specific guidance
is given on the requirement for, and means to undertake: o
network capacity
analysis at a Screen-line level; o
impacts on, and
requirements for, non-auto modes; and, o
a Transportation
Demand Management program, including the requirement to identify specific
links to City-run initiatives and programs. |
Community Concerns |
The CTS Supplement
establishes the requirement to analyze potential community concerns, in the
form of traffic infiltration and parking impacts. |
Transportation Brief - Analysis Methods and
Documentation Guidelines |
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Required Analysis |
·
A requirement has been
added for a minimum of one hour of field observations of existing conditions. ·
More specific guidance
is given on the requirement for, and means to undertake: o
network capacity,
non-auto mode, and on-site circulation analysis at a qualitative level; and, o
a Transportation
Demand Management program, including the requirement to identify specific
links to City-run initiatives and programs. |
Community Concerns |
The TB Supplement
establishes the requirement to analyze potential community impacts, in the
form of traffic infiltration and parking impacts. |
Transportation Impact Study - Analysis Methods and
Documentation Guidelines |
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Required Analysis |
·
A requirement has been
added for a minimum of one hour of field observations of existing conditions. ·
More specific guidance
is given on the requirement for, and means to undertake: o
a safety assessment; o
impacts on, and
requirements for, non-auto modes; o
an analysis of on-site
circulation and operations; and, o
a Transportation
Demand Management program, including the requirement to identify specific
links to City-run initiatives and programs. |
Community Concerns |
The TIS Supplement
establishes the requirement to analyze potential community impacts, in the
form of traffic infiltration and parking impacts. |
Draft Roadway Modification
Approval (RMA) Report Requirements |
Where roadway modifications
are required to facilitate the impacts of a development, graphical elements
(mapping and design drawings) and background analysis supporting the City’s
RMA report (delegated authority report for road way modifications) will be
required as part of the TIA documentation. |
Functional Design Drawing
Requirements |
More specific direction is
given regarding the details required in any functional design drawing, where
modifications are required. |
Responses to all of the comments received
are provided in the table below.
Note, no significant changes to the
guidelines were made as a result of the consultation process. Guidelines as developed and written were
found to address the comments when interpreted appropriately. Where clarity was required modifications
have been made.
Comment |
Response |
The
minimum development size trigger of 75 units for a TIA should not apply to
older sections of the City where streets are narrower and development denser;
any intensification is bound to have an impact on traffic. |
On
average, 75 units will generate 75 vehicles per hour (vph) or less, which
translate to slightly more than one vehicle/minute. Traffic increases of this magnitude will generally not have a
measurable impact on road capacity or safety. Notwithstanding this, the City retains the right to ask for a
TIA report for developments where it feels potential impacts or conditions on
the existing transportation system warrant analysis. |
It
is important to determine if traffic impacts of intensification projects will
require more frequent snow clearing in winter. |
Frequency
of snow clearance is an operational issue that is determined by City service
delivery guidelines and available resources.
Development applications are not required to consider this issue. |
Final
approval of the TIA Guidelines should be postponed until the new Zoning
By-laws are approved, given the impact of the latter on neighbourhoods. |
The
proposed TIA Guidelines includes the following statement, in recognition of
the need to consider other governing regulations such as the City’s Zoning
by-law: “The City recognizes that there are a number of legislative and
by-law requirements and physical site constraints that are considered in the
development of a Site Plan (e.g., Building Code, Zoning By-law, etc.). The
transportation objectives, on-site circulation and access may be superseded
by other governing regulations.” This
wording ensures that current versions of any such governing regulations are
considered. |
The
TIA Guidelines should require pre-consultation with the community for all
TIA. |
The
City of Ottawa has an approved Public Consultation approach for development
proposals and the TIA Guidelines fit within that approach. |
There
is no mention of Transit Priority signals. |
The
implementation of Transit Priority signals is an operational issue that is
coordinated by staff based on potential improvement for transit and potential
impact on the optimal operation of the signal system for other users. Where Transit Priority is an issue for a
given development, City staff will ensure that it is appropriately
considered. |
There
is no mention of traffic light sensors for bicycles. |
The
implementation of bicycle sensors/detector loops at traffic signals is a
detailed design issue that is always appropriately considered during the
installation of new traffic signals or modification of existing signals. |
There
is no mention of reducing the number of “vehicle” parking spaces if a
development proposal is in an area where most/many users arrive on foot,
bicycle, or transit (e.g., downtown, some Transitway stations, etc.) |
The
TIA Guidelines are one tool to ensure that a given development meets the
City’s expectations. If, for example,
the Zoning By-law permits or requires a reduction in vehicle parking on a
site, such reductions should be considered in the TIA in terms of potential
impact on the adjacent community and in the context of the site’s
Transportation Demand Management strategy. |
There
is no mention of the need for wider sidewalks in the downtown core and the
need to assess the potential to remove traffic lanes to provide more sidewalk
space. |
The
Analysis Methods Section dealing with Non-Auto Modes in each of the Technical
Supplements for Community Transportation Studies, and Transportation Impact
Studies, (Sections B2, and B3, respectively) specifically require the
assessment of pedestrian level of service and the need for wider sidewalks
where the development is expected to generate a large number of pedestrian
trips. Sidewalk
widths downtown are set based on available road right-of-way and the space
required to serve all of the competing needs (pedestrians, bicycles, transit,
goods movement, and autos). |
Insert
a requirement to specifically identify all sidewalks and pedestrian links
that are maintained at all times of the year (as opposed to those that are
not maintained during the winter). |
Guideline
text has been modified to address this concern. |
Provide
a list of key City of Ottawa staff contacts for distribution. |
Contact
with the City is to be coordinated through the Assigned Planner to the file,
so that communication is internally consistent. The Planner and other key staff are identified to the Applicant
at the Pre-Consultation meeting. |
Confirm
if it is necessary to stamp all TIA reports with a professional designation
stamp. |
It
is not necessary to stamp, with a professional designation, TIA Reports
submitted to the City. |
Stipulate
if the regression analysis for background growth rate calculations should be
based on peak hour traffic or daily traffic.
There is concern that the database of peak hour traffic counts is
inadequate to forecast from. |
The
Consultant/Applicant is responsible for reviewing the available data,
selecting the appropriate approach to regression analysis, and justifying the
selected methodology. |
Provide
some guidance on the definition of “significant” as it applies to identifying
background developments to be specifically considered in TIA background
traffic development. |
City
staff will identify “other area background developments” that the
Consultant/Applicant must consider in a TIA report during the
pre-consultation process. |
Will
the City provide relevant data on other area developments? |
City
staff will provide guidance to the Consultant/Applicant on assumptions to be
used in assessing traffic from “other area background developments” during
the pre-consultation process. |
Will
the City provide a range of typical lane capacities to be used in Screen line
assessment? |
As
capacities can vary by type of facility, this issue is best left for
discussion at the time of pre-consultation. |
Did
the City consider using delay rather than Volume/Capacity to describe
intersection performance? |
The
City prefers Volume/Capacity as the primary Measure of Effectiveness for
intersection performance, as it is the best indicator of requirements for
physical capacity (i.e. number of through lanes, requirements for auxiliary
turning lanes, etc.). |
Does
the City prefer use of the SYNCHRO software package for assessing
intersection performance? Has it
benchmarked the results of intersection performance from other software
packages/analysis methods? |
As
stated in the TIA Guidelines, the City prefers analysis completed using
SYNCHRO software (version 5.0 or later).
The City is prepared to consider other analysis methods and tools, but
it is the Consultant/Applicant’s responsibility to justify the analysis results
regardless of the software used. |
The
Guidelines identify the need for an assessment of potential impacts on
transit operations where sites connect to or cross elements of the Rapid
Transit or Transit Priority network.
Is the expectation that this would be a qualitative assessment? |
Yes. |
Pedestrian
Facility Level of Service – please clarify the expectation of this
requirement. |
Where
pedestrian volumes warrant detailed analysis of pedestrian facility level of
service, the Consultant/Applicant must include analysis that justifies the
capacity and width of the proposed pedestrian facilities. |
Travel
projections by mode – there are several references to developing travel
projections by mode. This is only
practical in a few instances. Will
this be required for all projects? |
It
is reasonable to forecast site trips by travel mode, based on typical trip
generation rates for the proposed land use type and existing and anticipated
mode split characteristics of the area around the proposed site. |
Signal
and auxiliary lane warrants – is there a preferred reference for these
calculations? |
Follow
up document on the use of the Guidelines would cover this and the
specifications of the time will be identified at the pre-consultation
meeting. |
RMA
Report Requirements – is the expectation that the Consultant prepare material
within the TIA in a format that can be easily incorporated into the RMA? |
Yes. The City has provided formats for the RMA
elements required from the Consultant/Applicant. |
Data
Quality – the traffic data available through the City’s count program is
usually representative of a single day observation, typically conducted
during the summer months. The count
data also does not carry any indication of level of congestion under which it
was collected (i.e. constrained or unconstrained). It is recommended that the City identify opportunities to
enhance its data collection program. |
It
is the responsibility of the Consultant/Applicant to generate traffic volume
data for use in the TIA report. To
facilitate this, the City makes its database of traffic count data
available. If the
Consultant/Applicant has concerns regarding the quality of the data from the
City’s database, it is their responsibility to generate acceptable data. |
The
TIA Guidelines provide insufficient direction on the methods for determining
the need for additions to expansions of elements of the non-auto mode
networks. |
The
Analysis Methods Section of the Technical Supplements for Community
Transportation Studies, and Transportation Impact Studies outlines the
methods for assessing impacts on Non-Auto Modes (Sections B2, and B3,
respectively). The
Consultant/Applicant is required to identify gaps/missing links in the
pedestrian and cycling networks and the links required as part of the new
development. The
Consultant/Applicant is required to complete Level of Service analysis for
pedestrian facilities where there is a question regarding the required
width. Bicycle facility width is not
a determinant of capacity. The
Consultant/Applicant is required to assess the potential for increased delay
to transit vehicles, safety concerns/conflicts with transit vehicles, and
potential impacts on stations or stops where the site accesses connect to or
cross elements of the Rapid Transit and/or Transit Priority Network. This will highlight any potential impacts
on the performance of the existing network. The
Consultant/Applicant is required to estimate the number of transit trips
generated by the site. There are no
generally accepted methods for assessing the potential impacts of these new
riders on the existing transit service. |
The
TIA Guidelines set minimum volume triggers for Transportation Briefs and
Community Transportation Studies (75 vph) and Transportation Impact Studies
(150 vph). Do these triggers
adequately account for truck traffic? Can they be interpreted to account for the fact that trucks have
a much more significant impact on accesses and roads in terms of capacity and
safety? |
The
triggers were established based on passenger vehicle volumes, as truck
traffic during the peak commuter hours is generally not significant. Assessment
of transportation system operations, from a capacity perspective, does
inherently require the Consultant/Applicant to account for the percentage of
truck traffic in the vehicle stream.
Operations and safety concerns related to trucks are also considered. The
TIA Guidelines do require an assessment of on-site operations, including
truck circulation, conflicts between trucks and passenger vehicles, and
loading dock location and design. |
The
TIA Guidelines are focused on the automobile. This is inconsistent with the Official Plan priority on
pedestrians, cycling and transit. |
The
TIA Guidelines require an assessment of impacts and network needs from the
perspective of all transportation modes. |
There
should always be the opportunity to apply common sense and discretion when
interpreting some the specific requirements of the Guidelines. An appropriate balance should be
maintained between the demands placed on land developers and the approval
requirements of the City of Ottawa.
Often this balance can be struck as a result of effective
communication between all parties upon study initiation. |
The
intent of the pre-consultation process and the on-going communication
throughout the preparation of a TIA is to establish the appropriate balance
between community expectations, City requirements, and land developer
obligations. |
Comment |
Response |
The
Consultation process for this project has been lacking with no effort to flag
its importance to the long term development of the City. |
The
Public Consultation process for the TIA Guidelines has been consistent with
the approach used for numerous policy studies completed over the last few
years. ·
The draft documents
were posted on the City’s Website for review and comment; ·
Notices were sent to
approximately 130 Community Associations/BIA’s to inform them of the project
recommendations and invite attendance at the Public Open House; ·
An advertisement for
the Public Open House was published in the Citizen and Le Droit; ·
Development Community
was notified of the project through the PGM’s Engineering Liaison Sub
Committee, OCHBA (Ottawa-Carleton Home Builders Association) and BOMA
(Building Operation and Maintenance Association – Ottawa Chapter) were
circulated with the draft documents for review and comment; ·
Technical Community,
through Consulting Engineers of Ontario – Ottawa Chapter, was circulated with
the draft documents for review and comment, and, through Institute of
Transportation Engineers National Capital Section, the technical industry was
informed with a presentation of the project recommendations. TIA
Guidelines provide a framework for transportation impacts to be assessed as
part of the development process, it draws upon the programs the City has in
place to facilitate and promote alternative modes and auto trip
reduction. It is through these
programs and processes that long term planning is taken into account and not
specifically through the Guidelines.
Incentives are inherent to the guidelines to encourage developers to
proceed in this direction. |
Comment |
Response |
In
accordance with the Official Plan requirements to have transit specifically
addressed with in the Transportation Impact Study Guidelines a greater
emphasis on transit analysis and reporting should be identified in the 2006
TIA Guidelines document |
Modifications
throughout the report have been made to increase awareness and to clarify the
needs of the TIA Guidelines to facilitate the assessment of development on
the transit network (route network and supporting facilities) and
documentation of the assessment and resulting actions. |
The
Open House should have started at 4:30 PM or 5:00 PM to facilitate
participation by people on their way home from work. |
Noted. |
DOCUMENT
3 2006 TRANSPORTATION IMPACT ASSESSMENT GUIDELINES
City of Ottawa
2006
Transportation Impact Assessment Guidelines
June 2006
Department of Public Works and Services
Traffic and Parking Operations Branch
Table of Contents
Page
1. INTRODUCTION
1.1 TIA
Guidelines Structure
2. GOVERNING PLANNING POLICIES
2.1 Provincial
Policy Framework
2.2 City
of Ottawa Official Plan
3.1 Staff
Consultation
3.2 Assessment
Updates
3.3 Qualifications
of the Consultant
3.4 Updates
to the Transportation Impact Assessment Guidelines
4. SCOPE OF IMPACT ANALYSIS
4.1 Transportation
Impact Assessment Report Approach
4.2 Types
of Analysis
4.3 Analysis
Parameters
A1 INTRODUCTION
A2 BACKGROUND TRAFFIC
A2.1 Changes
to the Study Area Transportation Network
A2.2 General
Background Growth
A2.3 Other
Study Area Developments
A3 SITE DEVELOPMENT TRAFFIC
A3.1 Trip
Generation
A3.2 Trip
Distribution
A3.3 Trip
Assignment
B1 INTRODUCTION
B2.1 System
Congestion/ Capacity
Table of Contents
Page
APPENDIX B Community
Transportation Study (continued)
B2.2 Provision
for Non-Auto Modes
B2.3 Community
Concerns
B2.4 Transportation
Demand Management
C1 INTRODUCTION
C2.1 System
Congestion/ Capacity
C2.2 Provision
for Non-Auto Modes
C2.3 On-Site
Design and Operations
C2.4 Community
Concerns
C2.5 Transportation
Demand Management
D1 INTRODUCTION
D2 ANALYSIS METHODS
D2.1 System
Congestion/ Capacity
D2.2 Systems
Operations and Safety
D2.3 Provision
for Non-Auto Modes
D2.4 On-Site
Design and Operations
D2.5 Community
Concerns
D2.6 Transportation
Demand Management
D3 DOCUMENTATION AND REPORTING
D3.1 Transportation
Impact Study Outline
D3.2 Roadway Modification Approval Report
Requirements
1. INTRODUCTION |
|
The 2006 City of Ottawa Transportation Impact
Assessment (TIA) Guidelines identify the scope and format of transportation
analysis required to support applications for Development Approvals from the
City of Ottawa. The TIA Guidelines
document outlines:
TIA reports are a
critical part of the development review and approval process, as they are the
primary tool for identifying the potential net effects from a development
proposal. TIA reports establish:
·
The impacts to the transportation system as a
result of the proposed development;
·
Transportation infrastructure and programs needed
to mitigate impacts to an acceptable level; and
·
Site design features needed to support system-wide
transportation objectives.
The City of Ottawa
recognizes three types of TIA reports, as described in Table 1.
Table 1 Types of Transportation Impact Assessment
Reports |
|
Types of TIA Reports |
General Description of Report Scope |
Community
Transportation Study (CTS) |
Community Transportation
Studies (CTS) focus on assessing the ability of the local transportation
network to support the proposed development.
CTS determine the major network elements required to accommodate the
proposed development at an acceptable level of service in every Phase (where
the proposal has multiple phases). |
Transportation Impact
Study (TIS) |
Transportation Impact
Studies (TIS) focus on determining the specific infrastructure and programs
needed to mitigate the impact of the proposed development on the local transportation
network and establishing the site design features needed to support
system-wide transportation objectives. |
Transportation Briefs (TB) |
Similar to TIS,
Transportation Briefs (TB) focus on determining the infrastructure and
programs needed to mitigate the impact of the proposed development on the
local transportation network and establishing the site design features needed
to support system-wide transportation objectives. TB are generally undertaken for developments anticipated to
have less significant impacts on the transportation network. |
The City of Ottawa is a
diverse place with a robust development industry in each of its urban (or
infill), suburban and rural areas. TIA
reports must acknowledge the circumstances surrounding the proposed development
and be sensitive to the context of the application.
1.1 TIA Guidelines Structure
The 2006 City of Ottawa
TIA Guidelines have been divided into seven sections:
·
TIA Guidelines (base
document)
·
Appendix A:
Methods for Demand Forecasting
·
Appendix B:
Community Transportation Study - Analysis Methods and Documentation
Requirements
·
Appendix C:
Transportation Brief - Analysis Methods and Documentation Requirements
·
Appendix D:
Transportation Impact Study - Analysis Methods and Documentation
Requirements
·
Appendix E:
Acceptable Parameters for Operational Analysis of Signalized
·
Appendix F:
Roadway Modification Approval Report – Needs and Formats
The front section of the
report (base document) provides context for TIA reports related to the
Development Application process and details a number of triggers that determine
the appropriate TIA report format.
Appendices A through F outline methodologies for demand forecasting, the
analysis and documentation for the three types of TIA reports, and the various
parameters and acceptable standards in which the TIA work is completed.
Once the triggers in the
base document are reviewed and the appropriate TIA report format is selected,
the user prepares the TIA report according to the Methods for Demand Forecasting
and relevant Analysis Methods and Documentation Requirements sections of the
report. Figure 1, below, outlines the flow of decisions.
Figure 1 – TIA Guidelines Process Diagram
Study Type - Analysis and Documentation Reference Documentation
2. GOVERNING PLANNING POLICIES |
|
2.1 Provincial
Policy Framework
The Ontario Planning Act
regulates and provides authority to the City of Ottawa to impose conditions
when considering Planning or Development Applications. Additional authority and direction comes
from the Provincial Policy Statement, the City of Ottawa Official Plan (and,
through it, the Transportation Master Plan) and other regulatory documents
(such as the Ontario Building Code, the Municipal Act, etc.).
The Planning Act
authority to impose conditions varies by type of Development Application, with
greater latitude for conditions available to staff in considering Official Plan
Amendment, Zoning By-law Amendment and Draft Plan of Subdivision or Condominium
Applications. Possible conditions
include:
·
Property for abutting roads and public transit
rights-of-way that are described in the municipal Official Plan;
·
Facilities to provide access to and from the
subject development, such as access ramps, curbing, and traffic direction
signs;
·
Off-street vehicular loading and parking facilities
and access driveways; and
·
Walkways and walkway ramps and all other means for
pedestrian access.
2.2 City
of Ottawa Official Plan
The City of Ottawa
Official Plan contains policies that require the assessment of the adequacy of
the complete transportation network to meet the needs of proposed
developments. The Official Plan
policies provide details on a number of transportation-related objectives,
including a specific emphasis on transit, for the proposed development that are
consistent with the City’s overall policy goals. The policies further establish the need for the preparation of a
Transportation Impact Assessment report where the City deems that the proposed
development may impact on the transportation network where the network includes
the road, transit route, cycling and pedestrian components.
3. PROCESS |
|
3.1 Staff Consultation
The City of Ottawa
Development Application process currently encourages a pre-consultation meeting
between the developer and City staff.
This meeting is typically used to convey staff expectations to the
developer related to supporting documentation requirements. It is anticipated that Planning and Growth
Management Department staff will confirm at this meeting the need for a
transportation impact assessment report in support of any development
application and the required format of the assessment report (i.e.,
neighbourhood study, transportation impact study, or transportation brief).
As part of the
pre-consultation, developers and their Consultants are encouraged to arrange a
meeting with the City’s Infrastructure Approvals Division, Traffic and Parking
Operations Branch and Transit Services Branch staff early in the preparation of
transportation impact assessment reports to discuss and confirm the various
parameters to be used in the subject analysis.
At a minimum, contact will need to be made to verify the background
developments and road and transit network improvements to be considered in the
report. Such meetings will be coordinated through the Infrastructure Approvals
Division.
3.2 Assessment Updates
No report older than five
years will be deemed sufficient documentation of potential impacts of a
development proposal. Where
developments are phased, or reference is made to previous assessments, only
reports completed within the five year period prior to the completion of the
subject analysis will be accepted as relevant.
3.3 Qualifications of the Consultant
Project
managers for transportation impact assessments must be licensed or registered
professionals with experience in the field of transportation planning.
3.4 Updates to the Transportation Impact Assessment Guidelines
The Deputy City Manager,
Public Works and Services have the authority to amend these Guidelines to
address minor or administrative matters as required. City Council and the development industry will be informed in a
timely fashion of the minor or administrative matters that are being
introduced.
4. SCOPE OF IMPACT ANALYSIS |
|
4.1 Transportation Impact Assessment Report
Approach
This section identifies
benchmarks to determine the type of TIA report required to support a
development application. The City of
Ottawa reserves the right to dictate the scope of work required for assessment
of transportation impacts associated with any development, regardless of the
triggers identified below.
4.1.1 Development Application Process Triggers
The three types of TIA
reports recognized by the City of Ottawa can be matched to distinct types of
development applications, as is illustrated in Table 2, below.
Table 2 TIA Report Approach for Various Types of
Development Applications |
|
Type of Development Application |
Type of TIA Study Required |
Sites |
|
Official
Plan Amendment (OPA) |
CTS |
Zoning
By-law Amendment (ZBL) |
CTS |
OPA / ZBL + Site Plan |
Combined CTS / TIS |
Site Plan |
TIS / TB |
Subdivisions |
|
Draft Plan of Subdivision + recent CDP * |
No further study required |
Draft Plan of Subdivision without CDP |
CTS |
Draft Plan + Registration |
Combined CTS / TIS |
Registration |
TIS / TB |
* No further study will be required at the Draft
Plan of Subdivision stage if a Community Design Plan with an appropriate
Community Transportation Study level of supporting transportation analysis
has been prepared for the area within the last five years that assumes the same
development concept for the lands as is being proposed in the Application. |
4.1.2 Community
Transportation Studies
Community Transportation
Studies (CTS) are required for the following types of Development Applications:
·
Official Plan Amendments;
·
Zoning By-law Amendments; and
·
Draft Plans of Subdivision or Condominium
Forecasted Site Trip
Generation Triggers
OP and ZBL Amendment
Applications
Where OPA and ZBL
Applications are expected to generate fewer than 75 vehicles per hour (vph)
[peak hour, two-direction site generated trips], the City of Ottawa will not
require a TIA report, as it is satisfied that impacts on the adjacent
transportation network can be accommodated without the need for roadway
modifications. Table 3 presents information to assist with the estimation of site
generated trips. For other land use
types, trip generation estimates will be made assuming typical trip generation
characteristics, as represented by the current edition of the Institute of
Transportation Engineers (ITE) Trip Generation Manual.
Table 3 Minimum Development Area Triggers for
Community Transportation Studies OPA and ZBL Applications |
|||
Land Use Type |
Assumed Trip Generation Rate |
No Study Required (Less than 75 vph site trips) |
CTS Required (In excess of 75 vph site trips) |
Residential |
1.01
(PM) |
0
– 75 units |
>
75 units |
Office * |
1.55
(AM) |
0
– 4,500 m2 |
>
4,500 – 9,000 m2 |
Industrial * |
0.98
(PM) |
0
– 7,000 m2 |
7,000
m2 |
Fast Food * |
53.11
(AM) |
0
– 150 m2 |
>
150 m2 |
Destination
Commercial * |
5.00 (PM) |
0
– 1,400 m2 |
>
1,400 m2 |
Convenience Market * |
67.03
(AM) |
0
– 100 m2 |
>
100 m2 |
* Units indicated are
the gross floor area of proposed buildings |
For all other OPA and ZBL
Applications the analysis required to identify the potential impacts of the
applications will be significant and will vary from application to
application. As such, the study area and level of detail required for the impact
assessment for CTS must be confirmed through consultation with City staff. CTS are generally completed at a high level,
concentrating on the basic functionality of the transportation network;
assessment of operational and safety issues is typically not required.
When OPA/ ZBL
applications are submitted in conjunction with Site Plan Control applications,
the City will require an overall assessment of network capacity (CTS) in
addition to the requirements of the TIS/ TB.
Draft Plans of
Subdivision and Condominium
No transportation impact
analysis will be required for Draft Plans of Subdivision or Condominium for
developments with 75 units or fewer.
No transportation impact
analysis will be required in support of a Draft Plan of Subdivision application
if a Community Design Plan with an appropriate CTS level of supporting
transportation analysis has been prepared for the area within the last five
years (that assumes the same development concept for the subject lands as is
being proposed in the Development Application). A CTS report will be required to support a Draft Plan of
Subdivision application if no CDP has been prepared within the preceding five
years and the development exceeds 75 units.
Typically, the City of
Ottawa will require the preparation of a TIS or TB report to support an
application for Final Plan Registration, to provide analysis details that were
not addressed in the CTS report filed at the Draft Plan stage. Occasionally, applications are made
simultaneously for Draft Plan of Subdivision/ Condominium and Final Plan
Registration. When such a simultaneous
application is made, and the development exceeds 75 residential units, the City
will require an overall assessment of network capacity (CTS) in addition to the
requirements of the TIS or TB.
Additional analysis will
be required in the form of Transportation Impact Studies or Transportation
Briefs to supplement the initial CTS at the time of Final Plan Registration for
individual phases for Plans of Subdivision and Condominium.
CTS reports should be
prepared according to the documentation requirements outlined in Appendix B – Community Transportation Study Analysis
Methods and Documentation Requirements.
4.1.3 Transportation Impact Studies and
Transportation Briefs
Transportation impact
studies (TIS) and briefs (TB) are required for the following types of
Development Applications:
·
Registration of Plans of Subdivision or
Condominium; and
·
Site Plan Control.
Applications for
Registration of Plans of Subdivision and Site Plan Control generally represent
a more developed and immediate development concept; therefore, the City of
Ottawa is concerned about transportation network operational and safety issues
in addition to capacity concerns.
Triggers reflecting these concerns have been established (see Table 4). Any one of the first three triggers (i.e., the operational /
safety triggers) would drive the need to undertake a TIS, regardless of volume
of site traffic generated. In the
absence of operational/ safety concerns, the capacity triggers (volume of site
traffic generated) determine the appropriate level of analysis.
Table 4 Triggers for Transportation Briefs and
Transportation Impact Studies |
||||
Issues to Consider |
Type of TIA Report Required |
|||
No Assessment |
Transportation Brief |
TIS |
||
Operational
/ Safety Triggers |
||||
a. |
Safety/ operations concerns |
n/a |
n/a |
Required |
b. |
Drive-thru facility |
n/a |
n/a |
Required |
c. |
Roadway modifications proposed |
n/a |
n/a |
Required |
Forecasted
Site Trip Generation Triggers |
||||
d. |
Volume of site traffic generated |
0
– 75 vph |
76
vph – 150 vph |
>
150 vph |
|
Table 4 (continued) Triggers for Transportation Briefs and
Transportation Impact Studies |
|||
Issues
to Consider |
Type of TIA Report Required |
|||
No Assessment |
Transportation Brief |
TIS |
||
|
Land
Use Type |
|
|
|
|
Residential |
0
– 75 units |
76
– 150 units |
>
150 units |
|
Office * |
0
– 4,500 m2 |
4,501
– 9,000 m2 |
>
9,000 m2 |
|
Industrial * |
0
– 7,000 m2 |
7,001
– 14,000 m2 |
>
14,000 m2 |
|
Fast Food * |
0
– 150 m2 |
151
– 275 m2 |
>
275 m2 |
|
Destination
Commercial * |
0 – 1,400 m2 |
1,401
– 2,800 m2 |
>
2,800 m2 |
|
Convenience Market * |
0
– 100 m2 |
101
– 200 m2 |
>
200 m2 |
* Units indicated are
the gross floor area of proposed buildings |
Safety/ Operational Concerns Triggers
The City of Ottawa will
require TIS reports for developments if safety and/or traffic operations in the
vicinity of access points are of concern.
Typical conditions that would generate access-related safety or
operational concerns include those outlined below (this list is not exhaustive;
it is representative of the most common conditions):
·
Operating Speeds on the adjacent road exceed 80
km/hr (typically rural);
·
The adjacent road is designated part of the Transit
Priority or Rapid Transit Network (typically urban/suburban);
·
Horizontal/ vertical curvature on the adjacent road
at proposed access limits sight lines;
·
Traffic volumes on the adjacent road are
significant enough to cause queuing, storage, or delay concerns;
·
The frequency of collisions meets or exceeds six
(6) in any particular pattern over a three year period on development-affected
roadways, and
·
Access is within area of influence of an adjacent
traffic signal, defined as within:
·
300 m of the signal in rural conditions;
·
25 m of the end of taper at an intersection with
auxiliary lanes under urban/ suburban conditions; or
·
150 m of a signalized intersection without tapers/
flares under urban/suburban conditions.
Regardless of the size or
location of the development, a TIS report will be required for all proposals
that include drive-thru facilities, to demonstrate that sufficient on-site
storage is being provided and that no impacts will occur on public
streets. A TIS report will also be
required for all proposals that include roadway modifications to the boundary
roads.
Forecasted Site Trip
Generation Triggers
As
indicated in Table 4, where Development Applications are expected to generate
fewer than 75 vehicles per hour (vph) [peak hour, two-direction site generated
trips], and no operational/ safety triggers apply, the City of Ottawa will not
require a TIA report, as it is satisfied that impacts on the adjacent
transportation network can be accommodated without the need for roadway
modifications. Table 4 presents
information to assist with the estimation of site generated trips. For other land use types, trip generation
estimates will be made assuming typical trip generation
characteristics, as represented by the current edition of the Institute of
Transportation Engineers (ITE) Trip Generation Manual.
Additionally, where
Development Applications are expected to generate between 75 and 150 vehicles
per hour (vph) [peak hour, two-direction site generated trips], and no
operational/ safety triggers apply, a Transportation Brief may be sufficient.
TIS and TB reports should
be prepared according to the documentation requirements outlined in Appendix C –Transportation Brief Analysis
Methods and Documentation Requirements and Appendix D – Transportation Impact Study Analysis Methods and
Documentation Requirements.
4.2 Types of Analysis
The following describes the types of analysis to be
undertaken to assess the potential impacts of the proposed development on the
transportation system. Accepted methodologies
for undertaking the required analysis are documented in this report under
Appendices A through D:
·
Appendix A – Methods for Demand Forecasting
·
Appendix B – Community Transportation Study
Analysis Methods and Documentation Requirements
·
Appendix C – Transportation Brief Analysis Methods
and Documentation Requirements
·
Appendix D – Transportation Impact Study Analysis
Methods and Documentation Requirements
4.2.1 System Congestion and Capacity
An evaluation is required
of the projected level of service/ capacity of the local road network elements
that will be affected by site generated transportation demands during any or
all of the relevant time periods and scenarios.
4.2.2 System Operations and Safety
Transportation Impact
Studies and Transportation Briefs must consider potential operational and
safety concerns through intersections, on road or transit segments or on ramps
that will be created or affected by site generated transportation demands
during any or all of the relevant time periods and scenarios. Community Transportation Studies are
generally completed at a high level, concentrating on the basic functionality
of the transportation network; assessment of operational and safety issues is
not required.
4.2.3 Non-Auto Modes
All
TIA reports will assess the provisions made in the development proposal for all
non-auto modes, in keeping with the policy directions established by the
Official Plan and Transportation Master Plan.
Elements of the proposal that support rapid and conventional transit
ridership, cycling, and pedestrian movements on the study area transportation
network must be identified. The OP
requires that developers determine the method and means by which the
development, as well as adjacent areas, can be efficiently and effectively
serviced by transit. Pedestrian and
bicycle network continuity should be considered, as should Official and
Transportation Master Plan policy requirements related to the provision of
infrastructure to promote non-auto modes.
4.2.4 On-Site
Design and Operations
Transportation Impact
Studies and Transportation Briefs must consider the ability of the site to
support the City of Ottawa’s transportation policy objectives. The proposed layout of the site will be
considered and the potential for on-site traffic operations to affect the safe
and efficient operation of the adjacent roads will be identified.
The
City recognizes that there are a number of legislative and By-law requirements
and physical site constraints that are considered in the development of a Site
Plan (e.g., Building Code, Zoning By-law, etc). The transportation objectives, on-site circulation and access may
be superceded by other governing regulations.
4.2.5 Community
Impacts
An evaluation of the
potential for community impacts resulting from the proposed development is
required. The focus of the analysis
will be on the potential for neighbourhood infiltration by site generated
traffic and the proposed scheme for accommodating the parking demand generated
by the site.
4.2.6 Transportation Demand Management
A Transportation Demand
Management (TDM) plan must be prepared for the proposed development,
identifying links to City’s TDM initiatives and mechanisms for integrating the
proposed development into the existing services and programs.
4.3 Analysis Parameters
4.3.1 Study Area
The
City of Ottawa is a diverse place with a robust development industry in each of
its urban (or infill), suburban and rural areas. The intent of TIA reports is to identify impacts and appropriate
mitigation, acknowledging the circumstances surrounding the proposed
development. The Study Area for TIA
reports will be established considering:
·
The location and type of proposed development;
·
The existing traffic volumes on the adjacent road
network; and
·
The existing transportation network adjacent to the
site.
The
default study area will be
all access points/ driveways to the proposed development and all elements of
the transportation network within 1 kilometre of the proposed site (in all
directions) that are impacted by development traffic. Where the TIA report addresses impacts related to an infill
development staff may be prepared to review the required study area for the
report.
4.3.2 Time Periods
The
transportation impact assessment report must consider two conditions to fully
determine the effects of the development proposal:
1. The
impact of the development on the peak conditions of the adjacent transportation
infrastructure; and
2. The
impact of the peak site generated traffic volumes on the adjacent transportation
infrastructure.
Typically, the AM and PM
peak weekday peak hours of the adjacent streets will constitute the “worst
case” of the combination of site-related and background traffic; however in the
case of retail, entertainment, recreational, religious, institutional, or
special events uses, Thursday / Friday evening, Saturday, Sunday or site peak
hours may also require analysis. As
part of the pre-consultation process prior to commencing the analysis, the
consultant should determine and justify the selected time periods for analysis
in conjunction with City staff.
4.3.3 Horizon Years
The
City of Ottawa requires that all transportation impact assessments consider two
horizon periods for analysis:
1. buildout/
full occupancy of the development (full occupancy where it is not the same as
buildout); and
2. buildout/
full occupancy + 5 years.
Where
development of a site is proceeding in phases, analysis of potential impacts
should be completed for each of the phases proposed for the development. In the case of phased development, the need
to complete a “buildout + 5 years” analysis may be waived by the City,
depending on the timing of the phases.
APPENDIX A
Methods for Demand Forecasting
A1. INTRODUCTION |
|
The Methods for Demand
Forecasting section establishes the accepted methodologies for forecasting the
transportation demands that are to be used in the preparation of a
Transportation Impact Assessment Report whether the report is a CTS, TB or TIS.
Applying the
methodologies identified in this section should be done so in conjunction with
the direction and understanding of the base conditions of the TIA as identified
in sections 1 through 4 of this report.
A2. BACKGROUND TRAFFIC |
|
Anticipated
background conditions should be confirmed with City of Ottawa staff prior to
undertaking the demand forecasting component of the transportation impact
assessment. Three main parameters need
to be confirmed with City staff:
·
Potential / planned changes to the study area road
and transit route networks;
·
Rate of general background growth on the arterial
network; and
·
Other anticipated developments in the study area.
These
parameters are discussed individually below.
A2.1 Changes to the Study Area Transportation
Network
The City of Ottawa anticipates
significant changes to its transportation network over time, specifically the
road and transit route components.
These changes need to be reflected in the future background traffic
volumes to create an appropriate foundation for the assessment of the impacts
of the subject development. Planned
transportation network changes are identified in the Schedules of the City of
Ottawa’s Official Plan and in the City’s Transportation Master Plan; however
the City’s Capital Budget Plan is the only accepted source for the anticipated
timing of major projects. Smaller scale
transportation projects may also be associated with other local developments
and should be accounted for, where they impact the assignment of traffic from
the subject development.
The Consultant must
project and demonstrate the impact of the planned network changes on traffic
and travel patterns, particularly those associated with new facilities (as
opposed to widened facilities).
Significant assumptions related to the reassignment of traffic patterns
must be detailed in the Consultant’s report.
Input may be available from the City of Ottawa’s Long-Range
Transportation Model.
A2.2 General
Background Growth
The
rate of growth in background traffic should be established through one of the
following methods:
·
Regression analysis of historical traffic growth;
·
A growth rate based on an area or neighbourhood
transportation study;
·
Estimation of screenline growth from the City of
Ottawa’s Long-Range Transportation Model; or
·
Projected rates of growth in area population and/or
employment.
Where
growth in the area of the development under consideration has been significant
in the recent past or will be significant within the horizon years of the
assessment, regression-based methods may be inappropriate.
Historical
traffic volume data and population/ employment data can be obtained where
available from the City of Ottawa’s Public Works and Services and Planning and
Growth Management Departments, respectively.
Direction regarding the
appropriate methodology for estimating background traffic growth should be
obtained from City of Ottawa Planning and Growth Management Department
Staff. For information regarding
current and future transit ridership levels, City of Ottawa Transit Services
Branch staff may be consulted.
All significant
developments under construction, approved, or in the approval process within
the study area which are likely to occur within the identified horizon years
must be identified and recognized in the subject transportation impact
assessment report. Planning and Growth
Management Department staff will identify the land-use type and magnitude of
the probable future developments in the horizon years.
A3. SITE DEVELOPMENT TRAFFIC |
|
All trip generation, trip
distribution, and trip assignment assumptions should be in accordance with
standard accepted techniques and based on local conditions. Sources should be well documented and any
assumptions that may be considered as being aggressive or less than
conservative should be rigorously justified.
Sensitivity analysis should be completed for any parameter surrounded by
significant uncertainty.
A3.1 Trip
Generation
Consultation with City of
Ottawa staff is recommended to ensure that appropriate trip generation rates
and assumptions are being employed in the transportation impact
assessment. All trip generation
assumptions (i.e., basic rates and adjustment factors) must be completely
rationalized and justified within the transportation impact assessment report,
including the source of trip generation rate information and the rationale as
to its applicability. Sample
calculations are to be provided where first principles assumptions are used
and/or multiple adjustment factors are adopted.
A3.1.1 Basic Rates
Supported trip generation
methodologies include, in order of preference:
1. The
updated TRANS trip generation manual
(anticipated to be available in 2007);
2. Trip
generation surveys from similar developments in the City. Surveyed sites should have similar operating
and market characteristics to the development proposal (supporting statistical
analysis demonstrating the relevance of surveyed rate would be beneficial) ;
3. Institute
of Transportation Engineers (ITE) Trip Generation rates, as documented in the
latest edition of the Trip Generation
Manual or in other technical sources from ITE; and
4. “First
principles” calculations of anticipated trips to/ from the site.
A3.1.2 General Adjustment Factors
A number of adjustment
factors should be considered in addition to the basic site trip generation
rate.
Deduction
of Existing Site Trips – Total Redevelopment Scenario
Where the development
proposal is for the total redevelopment of an existing site (i.e., the existing
use is removed and replaced by the proposed use), it is acceptable to deduct
existing site trips generated by the existing use from the projected site trips
to calculate the net impact on the transportation system. Similarly, where the application is for an
expansion to an existing site, it is appropriate to consider only the
additional trips to be generated by the expanded site. However, operational analysis of site
accesses must consider the total volume of site traffic following redevelopment
(i.e., existing + new trips).
Transit/ Cycling/
Pedestrian Share
Modal shares for the
proposed development will vary from location to location across the City. Trip generation rates taken from local
surveys may need to be adjusted to reflect the difference between the source
modal share and the modal share that can be expected given the location of the
proposed site.
Many of the trip
generation rates quoted in the ITE Trip Generation Manual represent locations
with low modal shares for transit/ cycling/ pedestrians; given Ottawa’s
commitment to these modes it may be reasonable to adjust trip generation rates
from this source.
Figure 3.7 on page 26 of
the 2003 City of Ottawa Transportation Master Plan (TMP) provides data on
transit modal splits for several planning screenlines around the City. Given the short-term nature of most
transportation impact assessments, significant deviation from the 2002 transit
modal split levels shown in TMP Figure 3.7 that cannot be justified by
commensurate increases in transit service will not be supported. Some increases may still be acceptable,
given that the planned transit modal split increases to the 2021 levels shown
in TMP Figure 3.7 in the City of Ottawa will be achieved over time. Trip generation calculations should assume
logical changes to, or growth in, existing transit/ cycling/ pedestrian modal
shares over time.
Transportation Demand
Management (TDM)
The
challenge in applying TDM reductions to site trip generation rates is the
difficulty in isolating the effects of Transportation Demand Management (TDM)
on a single development. The 2003 City
of Ottawa TMP update targeted a 5.5% reduction in all peak hour traffic volumes
as a result of a combination of trip elimination (3%); time shifting (1%); and
increases in auto occupancy (1.5%) by the year 2020. Application of TDM adjustment factors to an individual site will
need to be justified and commensurate program and infrastructure requirements
of the developer must be identified.
A3.1.3 Commercial Adjustment Factors
Typical
trip generation rates represent the total volume of traffic measured at the
driveways to the proposed development.
For many commercial developments, driveway volumes include a mixture of
trips that are new to the road network and trips that are attracted from the
adjacent roadway or adjacent developments.
Pass-by trips
Trips attracted from the
adjacent roadway are usually referred to as “pass-by” trips. Pass-by trips are already on the adjacent
road traveling from primary origin to ultimate destination, and make an
intermediate stop at the proposed development to execute a transaction. For example, a driver may stop at a
convenience market or gas station on his/ her way home from work. The trip in terms of market is not a new
trip added to the road system; it is temporarily diverted from the adjacent
traffic stream. If pass-by trip
assumptions are used as an adjustment factor in determining trip generation,
these trips must still be accounted for in the turning movements into and out
of the site.
The Recommended Practices
appendix to the ITE Trip Generation
Manual (7th Edition) suggests acceptable pass-by trip
percentages. Deviations from these
pass-by percentages must be defended.
Synergy/ Internalization
Trips attracted to two or
more uses on the same site are usually referred to as having “synergy”. For example, a trip to a multi-use site may
be destined to both a grocery store and a restaurant. Synergy between uses should reduce the number of trips generated
by the site, as compared to when site traffic is calculated by summing the trip
generation forecasts for the individual components of the site.
The rate of
internalization for multi-use sites varies from site to site, depending on the
combination of uses. Because of this,
no “typical rates” data is available for the rate of trip internalization on
multi-use sites. Assumptions in
transportation impact assessments must be justified and (preferably) supported
by the results of site trip generation surveys.
The directions from which
traffic will approach and depart the site can vary depending on several
location-specific factors, including:
·
Size and type of the proposed development;
·
Surrounding land uses, particularly location of
competing developments;
·
Distribution of population and employment; and
·
Characteristics of the surrounding road network.
The trip distribution
assumptions should be justified in the report, and may be based on one or more
of the following:
·
Origin-destination surveys or comprehensive travel
surveys;
·
Market studies;
·
Census tract data;
·
Population and employment distribution data
provided by Planning and Growth Management Department staff;
·
Output from the City of Ottawa’s Long Range
Transportation Model; and
·
Existing/ anticipated travel patterns.
Traffic assignments
should consider logical routings, available, current and projected roadway
capacities, and travel times. Traffic
assignments may be estimated using a transportation planning model or “hand
assignment” based on knowledge of the study area.
Existing access rights
should not be assumed where the TIA report concerns redevelopment of an
existing property. City staff will
review the proposed land use and conditions on the adjacent transportation
network and identify an acceptable access pattern.
APPENDIX B
Community Transportation Study
Analysis Methods and Documentation
Requirements
B1. INTRODUCTION |
|
The Community
Transportation Study - Analysis Methods and Documentation Requirements section
establishes the accepted methodologies for analyzing development impacts,
determining required mitigation measures and documenting the results for
Community Transportation Studies (CTS).
Community Transportation
Studies (CTS) focus on assessing the ability of the local transportation network
to support the proposed development.
CTS determine the major network elements required to accommodate the
proposed development at an acceptable level of service in every Phase (where
the proposal has multiple phases).
Applying the
methodologies identified in this section should be done so in conjunction with
the direction and understanding of the base conditions of the TIA as identified
in the report’s sections 1 through 4 and Appendix A - Methods for Demand
Forecasting.
B2. ANALYSIS METHODS |
|
B2.1.1 Screenline
Analysis
CTS must include a
screenline analysis. Screenline
analysis is a comparison of forecasted demands and lane capacities on the major
road network (including freeways, arterial roads and major collector roads)
connecting the site to the area transportation network. Typical lane capacities should be
established based on the Official Plan designation for the local road
classifications and the general characteristics of the roads (e.g., suburban
with limited access, urban with on-street parking, etc.). Mitigation measures in the form of
additional lane capacity must be identified where V/C for the screenline
exceeds 0.90, except in the Urban Core, where 1.0 is acceptable.
Screenline analysis
should consider new capacity that is planned to occur within the horizon of the
development. Planned transportation
network changes are identified in the Schedules of the City of Ottawa’s
Official Plan and in the City’s Transportation Master Plan; however the City’s
Capital Budget Plan is the only accepted source for the anticipated timing of
major projects.
Transit
demands should also be considered, based on the assumed transit modal split,
and transit network requirements identified.
Consideration should be given to the Official Plan Schedules showing the
Rapid Transit and Transit Priority networks.
B2.1.2 Intersection
Capacity
An
evaluation is required of any critical intersection within the study area that
will potentially be affected by site generated traffic volumes during any or
all of the relevant time periods and scenarios. Summaries are to be provided in tabular format clearly
identifying intersection performance under existing and future traffic
conditions. Where development is
anticipated to proceed in phases or stages, projected performance for all
intersections must be documented for the end of each phase.
Detailed
output from analysis software is to be provided in an appendix to the report
and copies of the electronic files should be provided on CD. Appendix
E outlines parameters to be used in operational analysis of signalized
intersections.
All volume to capacity
(V/C) calculations relating to future conditions should be determined using
signal timing optimized for the volume conditions being studied. The V/C ratio for an intersection is defined
as the sum of equivalent volumes for all critical movements divided by the sum
of capacities for all critical movements assuming that the V/C ratios for
critical movements can be equalized. In
cases where minimum pedestrian phase times prevent equalizing the level of
service for critical movements, then the V/C ratio for the most heavily
saturated critical movement should be considered as the V/C ratio for the
intersection. Adjustment for the impact
of pedestrian activated control is permitted provided detailed supporting
analysis including projected pedestrian volumes is provided and discussed in
advance with traffic engineering staff.
The Consultant must
undertake at least one hour of observations during peak traffic conditions to
verify that the traffic volumes through the intersections reflect existing
demands and to identify unusual operating conditions. Timing of observations and conditions observed should be
documented in writing in the report.
The City of Ottawa has
adopted criteria that directly relate the volume to capacity (V/C) ratio of a
signalized intersection to a level of service (LoS) rating. These categories
are;
LEVEL OF SERVICE VOLUME
TO CAPACITY RATIO
A 0
to 0.60
B 0.61
to 0.70
C 0.71
to 0.80
D 0.81
to 0.90
E 0.91
to 1.00
F
> 1.00
Intersection
evaluations should identify:
·
Signalized Intersections – V/C ratios for the
overall intersection, as defined above, and individual movements; and
·
Unsignalized Intersections - Level of service (LOS)
where the LOS is between A and E; V/C where capacity is based on gap analysis
if intersection LOS is F.
Mitigation measures in
the form of the addition of lane capacity and/or signal timing/ phasing
adjustments will be required where V/C ratios for signalized intersections
exceed 0.90, as defined above, except in the Urban Core, where 1.0 is
acceptable.
Existing
signal timing information such as phasing, pedestrian minimums and clearance
intervals must be used as a base to analyze the existing capacity of signalized
intersections. This signal timing data
should be obtained from the City of Ottawa Traffic Operations Division. Operational design of the signals analyzed
should be in accordance with City of Ottawa signal operation practices.
In
cases where roadways have closely spaced signals and especially when there are
heavy turning movements, the analysis should confirm that storage limitations
will not prevent signalized intersections from operating at the predicted V/C
ratio.
Traffic
control device and auxiliary lane warrants should be completed and documented
in the CTS report, as required.
The City of Ottawa
prefers that analysis be completed using the Highway Capacity Software
(HCS version 4d or later), or Synchro
(version 5 or later). Should a
consultant wish to utilize a software package other than those listed above,
prior approval must be obtained from the City’s Traffic Operations Division.
B2.2 Provision
for Non-Auto Modes
An assessment is required of
the provisions made in the development proposal for all non-auto modes, in
keeping with the policy directions established by the Official Plan and
Transportation Master Plan. Elements of
the proposal that support rapid and conventional transit ridership, cycling,
and pedestrian movements on the study area transportation network must be
identified. Section 4.3, 5(b) of the OP requires that developers determine the
method and means by which the development, as well as adjacent areas, can be
efficiently and effectively serviced by transit. Pedestrian and bicycle network continuity should be considered,
as should Official and Transportation Master Plan policy requirements related
to the provision of infrastructure to promote non-auto modes.
An
assessment of potential impacts on transit operations must be undertaken for
current transit routes and any service changes proposed by the applicant and
where the site accesses connect to or cross elements of the City’s Rapid
Transit or Transit Priority Networks (see Schedules of the Transportation
Master Plan and/or Official Plan for the City’s transit networks). The assessment will identify the potential
for increased delay to transit vehicles, safety concerns/ conflicts with
transit vehicles, and any impacts on stations or stops.
Gaps
in pedestrian and cycling network continuity, due to missing infrastructure or
as a result of winter maintenance, should be identified. That is, the Consultant should note where
obvious gaps in the networks would exist as a result of the site pedestrian and
cycling facilities not connecting or being accessible or having access to
pedestrian and/or cycling facilities on the existing transportation
network. Identification of these gaps
will assist City staff in approving development related transportation
infrastructure and/or prioritizing its own program of pedestrian and cycling
facility construction and maintenance.
A
detailed assessment of pedestrian facility level of service will be required in
the vicinity of the site where the development is expected to produce
significant pedestrian volumes. City
staff will identify situations where this will be an issue. Additional sidewalk or facility width may be
required in such circumstances.
B2.3 Community
Concerns
B2.3.1 Community Transportation Impacts
The
CTS report will review the transportation network in the vicinity of the
proposed development and identify potential neighbourhood infiltration
routes. Focusing on these routes in the
study area, the report will identify site-related traffic impacts on
potentially affected neighbourhood streets during both the commuter peak and
the projected site peak and an appropriate mitigation strategy, where one is
required.
B2.3.2 Parking Impacts
For developments that
generate significant auto parking demand the TIS report will review the
site-generated parking demand and will demonstrate an appropriate parking
strategy for the development.
B.2.4 Transportation Demand Management
A Transportation Demand
Management (TDM) plan must be prepared for the proposed development,
identifying links to City’s TDM initiatives and mechanisms for integrating the
proposed development into the existing services and programs. The City’s TDM Section, within the Public
Works and Services Department, is available to assist in developing a TDM plan.
B3. DOCUMENTATION
AND REPORTING |
|
The structure and format
of the Community Transportation Study should follow the guidelines outlined in
this document, as applicable. The
following is a suggested report structure:
Report
Context
·
Description of the development (include all of the
following that are known at the time of the application):
q
Municipal address;
q
Location relative to major elements of the existing
transportation system (e.g., the site is located in the southwest quadrant of
the intersection of Main Street/ First Street, 600 metres from the Maple Street
Rapid Transit Station);
q
Existing land uses or permitted use provisions in
the Official Plan, Zoning By-law, etc.;
q
Proposed land uses and relevant planning
regulations to be used in the analysis;
q
Proposed development size (building size, number of
residential units, etc.) and location on site;
q
Estimated date of occupancy;
q
Planned phasing of development;
q
Proposed number of parking spaces (not relevant for
Draft Plans of Subdivision); and
q
Proposed access points and type of access (full
turns, right-in/ right-out, turning restrictions, etc.).
·
Study area
·
Time periods and phasing; and
·
Horizon years (include reference to phased
development).
The CTS must include a
key plan that shows the general location of the development in relation to the
surrounding area. The CTS must also
provide a draft site plan or development concept of a suitable scale that shows
the general location of the development and the proposed access locations. If
the proposed development/ redevelopment is to be constructed in phases, a
description must be provided for each phase, identifying the proposed timing of
implementation.
Existing Conditions
·
Existing roads and ramps in the study area,
including jurisdiction, classification, number of lanes, and posted speed
limit;
·
Existing intersections, indicating type of control,
lane configurations, turning restrictions, and any other relevant data (e.g.,
extraordinary lane widths, grades, etc.);
·
Existing access points to adjacent developments
(both sides of all roads bordering the site);
·
Existing transit system, including stations and
stops;
·
Existing on- and off-road bicycle facilities and
pedestrian sidewalks and pathway networks;
·
Existing system operations (V/C, LOS); and
·
Major trip generators/ attractors within the Study
Area should be indicated.
The CTS report must
include figures documenting the existing travel demands by mode. A photographic inventory of the
transportation network elements in the vicinity of the proposed access points
would be beneficial to staff in their review of the Consultant’s report.
Demand
Forecasting
·
General background growth
·
Other study area developments
·
Changes to the study area road network
·
Trip generation rates
·
Trip distribution and assignment
o
include figures documenting total future travel
demands by mode for each horizon year
Impact Analysis
·
Network Capacity Analysis
·
Non-auto network connections and continuity
·
Potential for community impacts
·
TDM
Mitigation Measures and Site Design
Characteristics
The
CTS must identify all mitigation measures required to offset network impacts
from the development. The CTS must also
identify key site design features required to implement the Official Plan and
Transportation Master Plan policies regarding site development.
The
CTS must include all of the following, where they are required by the subject
development:
·
Major network elements required to bring the
screenlines to or below acceptable operating guidelines, and comments regarding
consistency of the requirements with the Transportation Master Plan and Capital
Budget;
·
Location and timing of proposed changes to existing
traffic controls at intersections (e.g., new traffic signals, Stop signs,
etc.);
·
Location and timing of new intersections, including
proposed traffic control measures (e.g., traffic signals, etc.);
·
Requirements for new auxiliary lanes;
·
Mitigation measures required to offset impacts on
the surface and Rapid Transit networks;
·
New or modified elements of the bicycle and
pedestrian networks;
·
Community impact mitigation measures;
·
Demonstration that Official Plan policies regarding
transit-supportive developments have been incorporated appropriately; and
·
Proposed TDM features or programs to support the site
development.
APPENDIX C
Transportation Brief
Analysis Methods and Documentation
Requirements
C1. INTRODUCTION |
|
The Transportation Briefs
- Analysis Methods and Documentation Requirements section establishes the
accepted methodologies for analyzing development impacts, determining required
mitigation measures and documenting the results for TIA related transportation
briefs.
Transportation
Briefs (TB) focus on determining the infrastructure and programs needed to
mitigate the impact of the proposed development on the local transportation
network and establishing the site design features needed to support system-wide
transportation objectives. TB are
generally undertaken for developments anticipated to have less significant
impacts on the transportation network.
Applying the
methodologies identified in this section should be done so in conjunction with
the direction and understanding of the base conditions of the TIA as identified
in the report’s sections 1 through 4 and Appendix A - Methods for Demand
Forecasting.
C2. ANALYSIS METHODS |
|
C2.1.1 Existing
Intersection Capacity
An
operational evaluation of signalized and unsignalized intersections that will
be affected by site generated traffic volumes during any or all of the relevant
time periods and scenarios is required.
Summaries are to be provided in tabular format clearly identifying
intersection performance under existing conditions. Detailed output from analysis software is to be provided in an appendix
to the report and copies of the electronic files should be provided on CD. Appendix
E outlines parameters to be used in operational analysis of signalized
intersections.
The volume to capacity (V/C) ratio for an intersection is defined as
the sum of equivalent volumes for all critical movements divided by the sum of
capacities for all critical movements assuming that the V/C ratios for critical
movements can be equalized. In cases
where minimum pedestrian phase times prevent equalizing the level of service
for critical movements, then the V/C ratio for the most heavily saturated
critical movement should be considered as the V/C ratio for the
intersection. Adjustment for the impact
of pedestrian activated control is permitted provided detailed supporting
analysis including projected pedestrian volumes is provided and discussed in
advance with traffic engineering staff.
The Consultant must
undertake at least one hour of observations during peak traffic conditions to
verify that the traffic volumes through the intersections reflect existing
demands and to identify unusual operating conditions. Timing of observations
and conditions observed should be documented in writing in the report.
The City of Ottawa has
adopted criteria that directly relate the volume to capacity (V/C) ratio of a
signalized intersection to a level of service (LoS) rating. These categories
are;
LEVEL OF SERVICE VOLUME
TO CAPACITY RATIO
A 0
to 0.60
B 0.61
to 0.70
C 0.71
to 0.80
D 0.81
to 0.90
E 0.91
to 1.00
F
> 1.00
Intersection
evaluations should identify:
·
Signalized Intersections – V/C ratios for the
overall intersection, as defined above, and individual movements; and
·
Unsignalized Intersections - Level of service (LOS)
where the LOS is between A and E; V/C where capacity is based on gap analysis
if intersection LOS is F.
Mitigation measures in
the form of signal timing/ phasing adjustments will be required where V/C
ratios for signalized intersections exceed 0.90, as defined above,
except in the Urban Core, where 1.0 is acceptable.
Existing
signal timing information such as phasing, pedestrian minimums and clearance
intervals must be used as a base to analyze the existing capacity of signalized
intersections. This signal timing data
should be obtained from the City of Ottawa Traffic Operations Division.
Operational design of the signals analyzed should be in accordance with City of
Ottawa signal operation practices.
In cases where roadways
have closely spaced signals and especially when there are heavy turning
movements, the analysis should confirm that storage limitations will not
prevent signalized intersections from operating at the predicted V/C ratio.
The City of Ottawa
prefers that analysis be completed using the Highway Capacity Software
(HCS version 4d or later), or Synchro
(version 5 or later),. Should a
consultant wish to utilize a software package other than those listed above,
prior approval must be obtained from the City’s Traffic Operations Division.
C2.1.2 Existing
Queuing Capacity at Major Intersections
Intersection evaluations
should identify projected queue lengths and available storage for auxiliary and
through lanes on all approaches.
C2.1.3 Impacts
on Congestion/ Capacity
A qualitative assessment
of potential impacts from the site development on system capacity is
required. The analysis should reference
existing surplus capacity and storage for queues (assuming surplus capacity
exists) and justify the ability of the network to accommodate the development
without the need for network modifications.
C2.2 Provision
for Non-Auto Modes
An
assessment is required of the provisions made in the development proposal for
all non-auto modes, in keeping with the policy directions established by the
Official Plan and Transportation Master Plan.
Elements of the proposal that support rapid and conventional transit
ridership, cycling, and pedestrian movements on the study area transportation
network must be identified. Section 4.3, 5(b) of the OP requires that
developers determine the method and means by which the development, as well as
adjacent areas, can be efficiently and effectively serviced by transit. Pedestrian and bicycle network continuity
should be considered, as should Official and Transportation Master Plan policy
requirements related to the provision of infrastructure to promote non-auto
modes.
An
assessment of potential impacts on transit operations must be undertaken for
current transit routes and any service changes proposed by the applicant and
where the site accesses connect to or cross elements of the City’s Rapid
Transit or Transit Priority Networks (see Schedules of the Transportation
Master Plan and/or Official Plan for the City’s transit networks). The assessment will identify the potential
for increased delay to transit vehicles, safety concerns/ conflicts with
transit vehicles, and any impacts on stations or stops.
Gaps
in pedestrian and cycling network continuity, due to missing infrastructure or
as a result of winter maintenance, should be identified. That is, the Consultant should note where
obvious gaps in the networks would exist as a result of the site pedestrian and
cycling facilities not connecting or being accessible or having access to
pedestrian and/or cycling facilities on the existing transportation
network. Identification of these gaps
will assist City staff in approving development related transportation
infrastructure and/or prioritizing its own program of pedestrian and cycling
facility construction and maintenance.
C2.3 On-Site
Design and Operations
Particular attention must be
paid to the potential for on-site traffic operations to affect the safe and
efficient operation of the adjacent roads and the ability of the site to
support the City of Ottawa’s transportation policy objectives. Focus will be on identifying:
·
an evaluation of proposed on-site circulation and
provision for pedestrian and cycling movements, including pedestrian movements
to and from transit stops (clear and direct pedestrian and cycling pathways
must be provided, including connections to existing facilities);
·
potential for conflict/ spill-back from on-site
intersections and parking aisles/ stalls to driveway intersections with the
City’s road network; and
·
location of truck access and loading/ unloading
facilities.
The
City recognizes that there are a number of legislative and By-law requirements
and physical site constraints that are considered in the development of a Site
Plan (e.g., Building Code, Zoning By-law, etc). The transportation objectives for on-site circulation and access
may be superceded by other governing regulations.
C2.4 Community
Concerns
C2.4.1 Community Transportation Impacts
The
TIS report will review the transportation network in the vicinity of the
proposed development and identify potential neighbourhood infiltration
routes. Focusing on these routes in the
study area, the report will identify site-related traffic impacts on
potentially affected neighbourhood streets during both the commuter peak and
the projected site peak and an appropriate mitigation strategy, where one is
required.
C2.4.2 Parking Impacts
For developments that
generate significant auto parking demand the TIS report will review the
site-generated parking demand and will demonstrate an appropriate parking
strategy for the development.
C2.5 Transportation Demand Management
A Transportation Demand
Management (TDM) plan must be prepared for the proposed development,
identifying links to City’s TDM initiatives and mechanisms for integrating the
proposed development into the existing services and programs. The City’s TDM Section, within the Public
Works and Services Department, is available to assist in developing a TDM plan.
C3. DOCUMENTATION
AND REPORTING |
|
The structure and format
of the Transportation Brief should follow the guidelines outlined in this
document, as applicable. The following
is a suggested report structure:
Report
Context
·
Description of the development (include all of the
following that are known at the time of the application):
q
Municipal address;
q
Location relative to major elements of the existing
transportation system (e.g., the site is located in the southwest quadrant of
the intersection of Main Street/ First Street, 600 metres from the Maple Street
Rapid Transit Station);
q
Existing land uses or permitted use provisions in
the Official Plan, Zoning By-law, etc.;
q
Proposed land uses and relevant planning
regulations to be used in the analysis;
q
Proposed development size (building size, number of
residential units, etc.) and location on site;
q
Estimated date of occupancy;
q
Planned phasing of development;
q
Proposed number of parking spaces (not relevant for
Registration of Plans of Subdivision); and
q
Proposed access points and type of access (full
turns, right-in/ right-out, turning restrictions, etc.).
·
Study area
·
Time periods and phasing; and
·
Horizon years (include reference to phased
development).
The TB must include a key
plan that shows the general location of the development in relation to the
surrounding area. The TB must also
provide a draft site plan or development concept of a suitable scale that shows
the general location of the development and the proposed access locations. If the proposed development/ redevelopment
is to be constructed in phases, a description must be provided for each phase,
identifying the proposed timing of implementation.
Existing Conditions
·
Existing roads and ramps in the study area,
including jurisdiction, classification, number of lanes, and posted speed
limit;
·
Existing intersections, indicating type of control,
lane configurations, turning restrictions, and any other relevant data (e.g.,
extraordinary lane widths, grades, etc.);
·
Existing access points to adjacent developments
(both sides of all roads bordering the site);
·
Existing transit system, including stations and
stops;
·
Existing on- and off-road bicycle facilities and
pedestrian sidewalks and pathway networks;
·
Existing system operations (V/C, LOS); and
·
Major trip generators/ attractors within the Study
Area should be indicated.
The TB report must
include figures documenting the existing travel demands by. A photographic inventory of the
transportation network elements in the vicinity of the proposed access points
would be beneficial to staff in their review of the Consultant’s report.
Demand
Forecasting
·
Trip generation forecasts
Impact
Analysis
·
Qualitative assessment of impacts on capacity;
non-auto modes; on-site circulation; community
Mitigation Measures and Site Design
Characteristics
The
TB must identify all mitigation measures required to offset network impacts
from the development. The TB must also
identify key site design features required to implement the Official Plan and
Transportation Master Plan policies regarding site development.
The
TB must include all of the following, where they are required by the subject
development:
·
Location and timing of proposed changes to existing
traffic controls at intersections (e.g., new traffic signals, Stop signs,
etc.);
·
Mitigation measures required to offset impacts on
the surface and Rapid Transit networks;
·
New or modified elements of the bicycle and
pedestrian networks;
·
Community impact mitigation measures; and
·
Proposed TDM features or programs to support the
site development.
APPENDIX D
Transportation Impact Study
Analysis Methods and Documentation
Requirements
D1. INTRODUCTION |
|
The Transportation Impact
Studies - Analysis Methods and Documentation Requirements section establishes
the accepted methodologies for analyzing development impacts, determining
required mitigation measures and documenting the results for TIA related
transportation impact studies.
Transportation
Impact Studies (TIS) focus on determining the specific infrastructure and
programs needed to mitigate the impact of the proposed development on the local
transportation network and establishing the site design features needed to
support system-wide transportation objectives. Where geometric modifications
are, or a change in the function of the existing road is required, delegated
authority will be required to approve the road work on City Council’s behalf.
Appendix F - Roadway Modification Approval (RMA) Report Element Formats
identifies the RMA requirements to be included in the analysis, design and
documentation of the TIS report.
Applying the
methodologies identified in this section should be done so in conjunction with
the direction and understanding of the base conditions of the TIA as identified
in the report’s sections 1 through 4 and Appendix A - Methods for Demand
Forecasting.
D2. ANALYSIS METHODS |
|
D2.1 System
Congestion/Capacity
D2.1.1 Intersection
Capacity
An
operational evaluation of signalized and unsignalized intersections that will
be affected by site generated traffic volumes during any or all of the relevant
time periods and scenarios is required.
Summaries are to be provided in tabular format clearly identifying
intersection performance under existing, future background, and total future
traffic conditions. Detailed output
from analysis software is to be provided in an appendix to the report and
copies of the electronic files should be provided on CD. Appendix
E outlines parameters to be used in operational analysis of signalized
intersections.
All volume to capacity (V/C) calculations relating to future conditions
should be determined using signal timing optimized for the volume conditions
being studied. The V/C ratio for an
intersection is defined as the sum of equivalent volumes for all critical
movements divided by the sum of capacities for all critical movements assuming
that the V/C ratios for critical movements can be equalized. In cases where minimum pedestrian phase
times prevent equalizing the level of service for critical movements, then the
V/C ratio for the most heavily saturated critical movement should be considered
as the V/C ratio for the intersection.
Adjustment for the impact of pedestrian activated control is permitted
provided detailed supporting analysis including projected pedestrian volumes is
provided and discussed in advance with traffic engineering staff.
The Consultant must
undertake at least one hour of observations during peak traffic conditions to
verify that the traffic volumes through the intersections reflect existing
demands and to identify unusual operating conditions. Timing of observations
and conditions observed should be documented in writing in the report.
The City of Ottawa has
adopted criteria that directly relate the volume to capacity (V/C) ratio of a
signalized intersection to a level of service (LoS) rating. These categories
are;
LEVEL OF SERVICE VOLUME
TO CAPACITY RATIO
A 0
to 0.60
B 0.61
to 0.70
C 0.71
to 0.80
D 0.81
to 0.90
E 0.91
to 1.00
F
> 1.00
Intersection
evaluations should identify:
·
Signalized Intersections – V/C ratios for the
overall intersection, as defined above, and individual movements; and
·
Unsignalized Intersections - Level of service (LOS)
where the LOS is between A and E; V/C where capacity is based on gap analysis
if intersection LOS is F.
Mitigation measures in
the form of the addition of lane capacity and/or signal timing/ phasing
adjustments will be required where V/C ratios for signalized intersections
exceed 0.90, as defined above, except in the Urban Core, where 1.0 is
acceptable.
Existing
signal timing information such as phasing, pedestrian minimums and clearance
intervals must be used as a base to analyze the existing capacity of signalized
intersections. This signal timing data
should be obtained from the City of Ottawa Traffic Operations Division. Operational
design of the signals analyzed should be in accordance with City of Ottawa
signal operation practices.
In cases where roadways
have closely spaced signals and especially when there are heavy turning
movements, the analysis should confirm that storage limitations will not
prevent signalized intersections from operating at the predicted V/C ratio.
Traffic
control device and auxiliary lane warrants should be completed and documented
in the TIS report, as required.
The City of Ottawa
prefers that analysis be completed using the Highway Capacity Software (HCS version 4d or later), or Synchro (version 5 or later),. Should a consultant wish to utilize a
software package other than those listed above, prior approval must be obtained
from the City’s Traffic Operations Division.
D2.1.2 Queuing
Capacity at Major Intersections
Intersection evaluations
should identify projected queue lengths and available storage for auxiliary and
through lanes on all approaches.
Mitigation measures in the form of the addition of lane capacity and/or
signal timing/ phasing adjustments will be required where projected 95th
percentile queue lengths exceed available storage.
D2.2 System
Operations and Safety
An
evaluation is required of potential operational and safety concerns through
intersections, on road segments or on ramps that will be created or affected by
site generated traffic volumes during any or all of the relevant time periods
and scenarios. Consideration must be
given to the potential to exacerbate existing safety concerns, and operational
issues such as:
·
Vehicle-pedestrian and vehicle-cycling conflicts;
·
Weaving;
·
Merging/ diverging;
·
Corner clearances;
·
Sight distances/ sight line assessment (where
grades at access points are an issue); and
·
Access conflicts.
The Consultant must
undertake at least one hour of observations during peak traffic conditions to
evaluate operating conditions on the study area roadways and identify potential
operational concerns.
Historical
collision data comprised of the last three (3) years from the
development-affected roadways must be collected from the City of Ottawa’s
Public Works and Services Department and evaluated to determine if there are
any identifiable collision patterns (a collision pattern is more than one
collision at a roadway location that involves similar directions and impact
types). Should the frequency of six (6)
collisions be equaled or exceeded in any particular pattern over a three-year
period for a given intersection or road segment, a collision diagram must be
prepared. The potential for the proposed
site traffic to aggravate an existing concern must be assessed and possible
countermeasures identified.
D2.3 Provision
for Non-Auto Modes
An assessment is required of
the provisions made in the development proposal for all non-auto modes, in
keeping with the policy directions established by the Official Plan and
Transportation Master Plan. Elements of
the proposal that support rapid and conventional transit ridership, cycling,
and pedestrian movements on the study area transportation network must be
identified. Section 4.3, 5(b) of the OP requires that developers determine the
method and means by which the development, as well as adjacent areas, can be
efficiently and effectively serviced by transit. Pedestrian and bicycle network continuity should be considered,
as should Official and Transportation Master Plan policy requirements related
to the provision of infrastructure to promote non-auto modes.
An
assessment of potential impacts on transit operations must be undertaken for current transit routes and any service changes
proposed by the applicant and where the site accesses connect to or cross
elements of the City’s Rapid Transit or Transit Priority Networks (see
Schedules of the Transportation Master Plan and/or Official Plan for the City’s
transit networks). The assessment will
identify the potential for increased delay to transit vehicles, safety
concerns/ conflicts with transit vehicles, and any impacts on stations or
stops.
Gaps
in pedestrian and cycling network continuity, due to missing infrastructure or
as a result of winter maintenance, should be identified. That is, the Consultant should note where
obvious gaps in the networks would exist as a result of the site pedestrian and
cycling facilities not connecting or being accessible or having access to
pedestrian and/or cycling facilities on the existing transportation
network. Identification of these gaps
will assist City staff in approving development related transportation
infrastructure and/or prioritizing its own program of pedestrian and cycling
facility construction and maintenance.
A
detailed assessment of pedestrian facility level of service will be required in
the vicinity of the site where the development is expected to produce
significant pedestrian volumes. City
staff will identify situations where this will be an issue. Additional sidewalk or facility width may be
required in such circumstances.
D2.4 On-Site
Design and Operations
Particular
attention must be paid to the potential for on-site traffic operations to
affect the safe and efficient operation of the adjacent roads and the ability
of the site to support the City of Ottawa’s transportation policy
objectives. Focus will be on
identifying:
·
an evaluation of proposed on-site circulation and
provision for pedestrian and cycling movements, including pedestrian movements
to and from transit stops (clear and direct pedestrian and cycling pathways
must be provided, including connections to existing facilities);
·
queuing demand and capacity for drive-thru
facilities;
·
potential for conflict/ spill-back from on-site
intersections and parking aisles/ stalls to driveway intersections with the
City’s road network; and
·
location of truck access and loading/ unloading
facilities.
The
City recognizes that there are a number of legislative and By-law requirements
and physical site constraints that are considered in the development of a Site
Plan (e.g., Building Code, Zoning By-law, etc). The transportation objectives for on-site circulation and access
may be superceded by other governing regulations.
D2.5 Community
Concerns
D2.5.1 Community Transportation Impacts
The
TIS report will review the transportation network in the vicinity of the
proposed development and identify potential neighbourhood infiltration
routes. Focusing on these routes in the
study area, the report will identify site-related traffic impacts on
potentially affected neighbourhood streets during both the commuter peak and
the projected site peak and an appropriate mitigation strategy, where one is
required.
D2.5.2 Parking Impacts
For developments that
generate significant auto parking demand the TIS report will review the
site-generated parking demand and will demonstrate an appropriate parking
strategy for the development.
D2.6 Transportation Demand Management
A Transportation Demand
Management (TDM) plan must be prepared for the proposed development,
identifying links to City’s TDM initiatives and mechanisms for integrating the
proposed development into the existing services and programs. The City’s TDM Section, within the Public
Works and Services Department, is available to assist in developing a TDM plan.
D3. DOCUMENTATION
AND REPORTING |
|
D3.1 Transportation
Impact Study Outline
The structure and format
of the Community Transportation Study should follow the guidelines outlined in
this document, as applicable. The
following is a suggested report structure:
Report
Context
·
Description of the development (include all of the
following that are known at the time of the application):
q
Municipal address;
q
Location relative to major elements of the existing
transportation system (e.g., the site is located in the southwest quadrant of
the intersection of Main Street/ First Street, 600 metres from the Maple Street
Rapid Transit Station);
q
Existing land uses or permitted use provisions in
the Official Plan, Zoning By-law, etc.;
q
Proposed land uses and relevant planning
regulations to be used in the analysis;
q
Proposed development size (building size, number of
residential units, etc.) and location on site;
q
Estimated date of occupancy;
q
Planned phasing of development;
q
Proposed number of parking spaces (not relevant for
Draft Plans of Subdivision); and
q
Proposed access points and type of access (full
turns, right-in/ right-out, turning restrictions, etc.
·
Study area
·
Time periods and phasing; and
·
Horizon years (include reference to phased
development).
The TIS must include a
key plan that shows the general location of the development in relation to the
surrounding area. The TIS must also provide a draft site plan of a suitable
scale that shows the general location of the development and the proposed
access. If the proposed development/ redevelopment is to be constructed in
phases, a description must be provided for each phase, identifying the proposed
timing of implementation.
Existing Conditions
·
Existing roads and ramps in the study area,
including jurisdiction, classification, number of lanes, and posted speed
limit;
·
Existing intersections, indicating type of control,
lane configurations, turning restrictions, and any other relevant data (e.g.,
extraordinary lane widths, grades, etc.);
·
Existing access points to adjacent developments
(both sides of all roads bordering the site);
·
Existing transit system, including stations and
stops;
·
Existing on- and off-road bicycle facilities and
pedestrian sidewalks and pathway networks;
·
Existing system operations (V/C, LOS); and
·
Major trip generators/ attractors within the Study
Area should be indicated.
The TIS report must
include: a context plan of a suitable scale that shows the general location of
the development, the proposed access locations and the existing conditions in
the surrounding area; figures documenting the existing travel demands by mode;
and a summary of collisions for the effected study area roads. A photographic inventory of the
transportation network elements in the vicinity of the proposed access points
would be beneficial to staff in their review of the Consultant’s report.
Demand
Forecasting
·
General background growth
·
Other study area developments
·
Changes to the study area road network
·
Future background system operations (V/C, LOS,
queue lengths)
o
include figures documenting future background
travel demands by mode for each horizon year
·
Trip generation rates
·
Trip distribution and assignment
o
include figures documenting forecasted site trip
generation and assignment by mode
o
include figures documenting total future travel
demands by mode for each horizon year
Impact
Analysis
·
Total future system operations (V/C, LOS, queue
lengths)
·
Signal and auxiliary lane (device) warrants
·
Operational/ safety assessment (e.g., sight line
assessment where grades are an issue)
·
Storage analysis for closely spaced intersections
·
Pedestrian and bicycle network connections and
continuity
·
On-site circulation and design
·
Potential for neighbourhood impacts
·
TDM
Mitigation Measures and Site Design
Characteristics
The
TIS must identify all mitigation measures required to offset network impacts
from the development. The CTS must also
identify key site design features required to implement the Official Plan and
Transportation Master Plan policies regarding site development.
The
TIS must include all of the following, where they are required by the subject
development:
·
Location and timing of proposed changes to existing
traffic controls at intersections (e.g., new traffic signals, Stop signs,
etc.);
·
Location and timing of new intersections, including
proposed traffic control measures (e.g., traffic signals, etc.);
·
Requirements for new auxiliary lanes;
·
Mitigation measures required to offset impacts on
the surface and Rapid Transit networks;
·
New or modified elements of the bicycle and
pedestrian networks;
·
Community impact mitigation measures; and
·
Proposed TDM features or programs to support the
site development.
D3.2 Roadway
Modification Approval Report Requirements
Roadway modifications
identified to offset network impacts from the development require specific
approval from the City’s Transportation Committee. This approval is satisfied under delegated authority of the
Deputy City Manager, Public Works and Services and has been included as part of
the Development Approvals Process. A
separate document outside of the TIS is used to facilitate the approval. This document, the Roadway Modification
Approval (RMA) Report, is produced in conjunction with the TIS by the City’s
Department of Public Work and Services.
The following TIS required elements are utilized to complete the RMA
report;
·
Key Map,
·
Context Plan,
·
Functional Design Drawing (for roadway
modifications with cost estimates),
·
Turning Movement Diagram, and
·
Collision Data and Diagram (if required by the TIA
Study).
Format and content of these elements are required
to be to RMA Report standard. These
standards have been provided in Appendix F. Road modification approval
is contingent on the complete compliance of these standards.
Appendix E
Acceptable Parameters for Operational Analysis
of Signalized Intersections
OPERATIONAL AND TIMING
STANDARDS FOR SIGNALIZED INTERSECTIONS
GENERAL TIMING STANDARDS |
|
Maximum
cycle length for analysis |
· 120
sec |
Minimum
green time |
· 10
sec for side street through movements · 5
sec for left-turn phases |
Vehicle
clearance |
· Must
consist of amber and all red display.
Duration in accordance with Ontario Traffic Manual Book 12. |
PEDESTRIAN PHASES |
|
Minimum
walk time |
· 7
sec |
Walking
speed |
· 1.2
m/sec; 1.1 m/sec if near old age home, school or shopping centre |
Pedestrian
clearance |
· Must
be sufficient to allow crossing from curb to curb (including central
medians). Includes vehicle clearance
time in accordance with Ontario Traffic Manual Book 12. |
Median
storage |
· If
centre median storage for pedestrians is provided (minimum median width of
5.0 m), then the minimum walk time must be of sufficient duration to allow a
crossing from the curb to the far side of the median plus one lane. The pedestrian clearance interval must be
of sufficient duration to permit the longest crossing from the median to the
curb. Use of median for pedestrian refuge shall only be considered in consultation
with TPO staff. |
AUXILIARY TURN LANE PHASING |
|
Overlap
left-turn |
·
In cases where left-turn phasing is
required for opposing left-turn movements and one of the movements is much
heavier than the opposing movement, consideration should be given to early
termination of the arrow indication for the lighter left-turn movement in
order to permit an earlier commencement of the conflicting through
movement. Appropriate vehicle
clearance displays must be provided for all left-turn phases. Proper account must be made for lost time
resulting from these clearances. |
Protected
only left-turn phasing |
· Protected
only left-turn phasing must be used when conditions are such that an undue
hazard might result if permissive phasing were used. This is normally considered to be the case
with a double left turn. |
Shared
lane operation |
· All
movements permitted from a shared use lane must operate on the same signal
phase. |
Dual
right/left-turn movements |
· Conflicting
pedestrian movements should not be permitted simultaneously with dual
right/left-turn movements. Normally,
dual right turns will also require signalization. |
Right/Left-turn
arrows |
· A
right/left-turn arrow shall not be displayed at the same time that a
conflicting pedestrian movement is permitted. |
INTERSECTION SPACING AND MINIMUM STORAGE LENGTHS |
|
Visibility |
· As
per the requirements of the Ontario Traffic Manual, Book 12, signalized
intersections should be a minimum of 120 metres apart, centreline to
centreline, to ensure adequate visibility of the signal heads. |
Through
vehicle storage between intersections |
· Signalized
intersections must be sufficiently spaced to ensure that storage is available
to accommodate 1.5 times the average number of vehicles arriving on each red
indication during the heaviest hour (assuming an average vehicle length of 7
metres). |
Storage
lane lengths |
· Left-turn
storage lanes must be long enough to accommodate 1.5 times the average number
of arrivals per cycle in the heaviest hour.
Where double left turn lanes are in use, calculations should assume a
45%/ 55% distribution of traffic between the lanes. ·
Right-turn storage lanes must be long
enough to permit right-turning traffic to clear the maximum queue of through
vehicles that is anticipated to accumulate during the red indication. All calculations must
assume an average vehicle length of 7 metres. |
PARAMETERS FOR INTERSECTION ANALYSIS |
|
Heavy
vehicle equivalent |
· Heavy
vehicles or buses 1.7 |
Saturation
flow rate |
· The
maximum assumed ideal unadjusted saturation flow rate shall not exceed 1800
passenger cars per hour of green per lane, unless a higher or lower rate can
be justified by the Consultant through data. |
Appendix F
Roadway Modification Approval Report
Needs and Formats
The following elements, in whole or in part, are
required to support the preparation and approval of the City’s delegated
authority Roadway Modification Approval Report (RMA Report);
·
Key Map
·
Context Plan
·
Functional Design Drawing
·
Turning Movement Counts
·
Collision Information
Both the Key Map and Functional Design Drawing(s)
will be directly inserted into the main body of the RMA report. The context drawing, turning movement and
collision information will be used as reference material. The details of each of these report elements
are provided below, with a text description and graphic example or examples
with required format and content.
§
Provides a location reference
Requirements;
Example Maps – refer to the following pages
Key Map Example #1
Key Map Example #2
Required
Elements;
Desired
Elements;
Example
Map – refer to the following page
CONTEXT Plan
Example
TIS reports must include functional design drawings
of all proposed roadway modifications with sufficient detail to permit City of
Ottawa staff to evaluate any operational impacts that might be created by the
proposed design. All design drawings
must meet the following standards:
Example
Map – refer to the following page
Cost
Estimate Requirements;
PROPOSED ROADWAY MODIFICATIONS Example
Turning Movement Counts
-
Provides 8 or 12 hour and AM and PM peak
period traffic volumes for existing conditions in a tabular and diagram
format. Includes all signalized
intersection with in the study area.
Requirements;
Data Source: Carolyn Feghali, carolyn.feghali@ottawa.ca,
580-2424 x26833 (fee charged)
TMD Examples – refer to the following pages
TURNING
MOVEMENT DIAGRAM – 8 HOUR AND OFF PEAK HOUR
TURNING
MOVEMENT DIAGRAM – AM and PM PEAK HOUR
Collision Data
-
Provides collision detail in tabular and
diagram formats.
Requirements;
Data Source: Linda Marin, linda.marin@ottawa.ca,
580-2424 x21663 (Collision Detailed Summaries and Basic collision diagrams)
Collision Data and Diagram Examples – refer to the
following pages
COLLISION DATA – Road Section
COLLISION DATA – Intersection
BASIC COLLISION DIAGRAM
DETAILED COLLISION
DIAGRAM
TRANSPORTATION IMPACT ASSESSMENT GUIDELINES
LIGNES DIRECTRICES DE L’EVALUATION DE L’IMPACT SUR LES TRANSPORT
ACS2006-PWS-TRF-0021
In his introductory comments, Michael Flainek, Director, Traffic and
Parking Operations indicated that the Guidelines are part of an existing
process and a tool that facilitates development within the city. The guidelines are an update of the 1995
Guidelines adopted by the former Regional Municipality of Ottawa-Carleton
(RMOC) and that the City of Ottawa adopted as it’s standard.
Greg Kent, Program Manager, Design Review and Implementation, gave a detailed presentation on the Guidelines by means of a PowerPoint presentation, a copy of which is on file with the City Clerk.
In reference to Pedestrian Phases (as per
Appendix E), and in particular with regard to median storage, Councillor Cullen
noted a centre median width of 5 metres, even though the standard width of
sidewalks is 2 metres. When asked
whether 5 metres was the standard, the Director explained that the total width
includes a 3.5 metre turning lane and what remains is the width of the
median. While he acknowledged that some
medians are wide enough to accommodate pedestrians, it is staff’s preference to
ensure the crossing time is long enough that pedestrians can cross the road
completely in one cycle. The councillor
recognized that not everyone can cross a wide road in the time provided for
them and he asked whether accepting this report establishes a standard of
requiring 5 metres to accommodate pedestrians.
In a memorandum to the members of the Joint Committee, Mr. Flainek
agreed to clarify the size requirement with regard to the median portion for
pedestrians prior to this report rising to Council.
Following on the previous comments, Councillor
Legendre noted that as a last resort, pedestrians would use the median as a
refuge and he asked whether that refuge would be taken into account as part of
the calculations for crossing time and design of intersections. He did not think medians are safe for
pedestrians and therefore should not be part of the Guidelines. The Director reiterated that, in general,
there is enough time for people to cross the road if they leave the curb at the
start of the walk signal. The
councillor asked that, in addition to the clarification requested for median
size requirement, staff also provide a written explanation in the
guidelines. Mr. Flainek confirmed
this would be done.
With regards to the difference in walking speed
referenced in the report for pedestrians and for seniors, Councillor Legendre
did not believe the time allowed for seniors was sufficient. He suggested a larger difference be provided
for in those areas where elderly persons are known to cross. The Director advised that while industry standards
are applied, and although it is not specifically referenced in the report,
whenever there are particular crossing issues raised, staff have adjusted the
crossing time accordingly. To provide
the necessary clarity, the councillor asked that this be added to the
report. He further suggested that the
beginning of the report reflect that there will be some flexibility depending
on special circumstances. The Director
confirmed this would be clarified in the memo to be sent to members of the
Joint Committee.
Chair Hume cautioned that what was being
suggested could be interpreted differently by developers. He suggested that if staff is building
flexibility into these Guidelines, it should not be such that it can be used
against the City in development applications.
Councillor Legendre noted that
one of the questions raised as part of the public consultation set minimum
volume triggers for a Transportation Brief (TB) and a Community Transportation
Study (CTS). He went on to say that some types of development,
such as industrial or commercial, would be expected to attract more than their
share of truck traffic and in that circumstance, he questioned whether a
different trigger level would be set.
The Director advised that staff would still have to go through the
process of designing the roadway system, as well as reviewing the on-site
circulation; therefore, if they are accommodating five or ten trucks, this will
not make a difference with regard to how the City actually evaluates and
ensures the trucks are handled safely.
The councillor noted that these studies speak to the impact on the
surrounding community and he maintained that if that development is going to
attract a different kind of vehicle, there is a different impact on the
surrounding community. In order to more
adequately address the concerns of the surrounding neighbourhood, he indicated
he would be more comfortable with a different trigger level. The Director suggested Section 4.1 of the
draft Guidelines might address his concern.
With regards to right-turn channelization lanes
and the small islands created as a result, Councillor Legendre recalled some
discussion on this particular matter and the problems associated with them,
during a recent Transportation Committee meeting. He noted that the Guidelines appear to support these
structures. Mr. Flainek explained
that the details provided in Appendix F – Roadway Modifications Approval -
which show right-turn channelization islands, were not meant to imply any type
of standard at this point, but are simply examples of the scale of the drawing
that staff would like the consulting community to provide as part of any
report. The illustration does not imply
the Committee’s overall approval of these things.
In response to additional questions posed by
the councillor, Mr. Flainek explained that the Guidelines make reference to
other types of approved standards for roadway systems with respect to cycling,
pedestrians and heavy goods movements.
He felt the best way
to deal with the issues that continue to come
up with respect to channelization would be to bring forward a report addressing
this.
Michael Wildman, Acting Manager, Infrastructure
Approvals Branch added that what is before the committee are Guidelines that
staff want to implement for undertaking three different types of studies to
take a look at the impacts of traffic during the development process. He confirmed that this brings it to the
functional design stage and the subsequent stage of detailed design would be
where staff examine the issues being raised by the councillor.
Several members raised concerns about the
public consultation process held in May, namely:
§
The
small number of participants at the Open House (only eight members of the
public) may have been indicative of the lack of appropriate notification;
§
Poor
turnout might also have resulted because the Open House was scheduled on a date
just prior to the May long weekend;
§
The
downtown location for the Open House may have deterred attendance from
residents from outlying areas
Mr. Flainek confirmed there was participation
in the consultation process from the development community and community
associations. This is one of the main
reasons why the standards were changed from 100 vehicles/hour to 75
vehicles/hour. He confirmed that
notices were circulated by mail two weeks in advance (and copied to all Members
of Council) and the information was also available on the City’s web site.
Councillor Holmes noted that many of the comments on the proposed
Guidelines relate to concerns about their being a reworking of the former
RMOC’s guidelines where vehicles were the prime consideration. She explained that her residents are looking
for pedestrian changes and safety and bicycle elements that would come out of
an assessment of 75 vehicle/hour site trip development. With regards to how staff accommodate the
various usages and alternative modes, the Director noted that the word
“transportation” in the document title refers to all modes of travel and staff
ensure, as much as possible, that pedestrian and cycling networks are
adequately addressed. Mr. Wildman added
that there are a number of sections in the report that speak to these modes and
these will be further studies as part of the three studies referred to in the
Guidelines.
Councillor Feltmate inquired as to why no consideration was given for
City staff doing transportation reports paid for by the developers and these be
revenue neutral. The Director explained
that on major subdivisions and site plans, a transportation consultant would be
part of the process, advising the developer as to where the accesses should be,
the standards to utilize and other related considerations. An engineer would also be advising the
developer regarding the magnitude of the project, because all sites are built
out to their full potential. That
process then evolves into a TIS and the Guidelines are a definition of what the
City would like to look at and determines what is acceptable as far as a scale
of review. He confirmed that City staff
review all TIS closely to determine if they are in conformity with traffic
generation rates, thus staff are involved in the review of the consultants
report from the outset. Following a
review and based on the City’s design standards and the Guidelines being put forward,
staff can go back to the developer and say which other measures are needed to
accommodate the full transportation impacts.
Councillor Feltmate expressed the belief there was a gap in terms of
the work staff does to help residents understand that their interests have been
thoroughly protected. Larry Morrison,
Director of Planning and Infrastructure Approvals explained that it is as a
result of that perception that the Guidelines were put in place. He recognized that these were previously
developed for traffic impacts on arterial roads whilst the guidelines before
the committee look at impacts on all roads as a result of development. He noted that the development industry
actually helped get the Guidelines in place because they needed specific direction
on how to address traffic impacts. He
indicated that even if the City were to undertake these studies, it would
require additional staff resources. Mr.
Flainek added that if the concern relates to the integrity of the consulting
community, Section 3.3 of the Guidelines addresses that concern.
Councillor Feltmate proposed the following:
BE IT RESOLVED THAT the joint Planning and Environment Committee and
Transportation Committee instruct staff to examine a process for having
proponents of development proposals requiring traffic impact studies to pay the
City to conduct those studies;
AND BE IT RESOLVED THAT the proposed process be revenue neutral for the
City.
The councillor expressed the belief this was an
example of where the City should have a communications plan in place to consult
with communities about what the Guidelines mean, how they are based on best
practices and how they will be helpful to residents.
Councillor Thompson referred to the
bullet: “New or modified elements of
the bicycle and pedestrian networks” on page 41 of the report and asked that it
be made more specific by including “in rural and urban areas”. He noted there is a major push for pathways
in the rural areas and because of the nature of those areas, cyclists have to
use existing roadways or shoulders. Mr.
Flainek explained that this report encompasses the entire City and does not
differentiate between rural and urban areas.
If staff were to highlight a difference between urban and rural, the
whole report would have to be rewritten from that point of view. He reiterated that this document references
other guidelines that take into account specific concerns related to other
transportation modes.
Councillor Thompson explained that his concern
is that, with few exceptions, there are no bicycle or pedestrian networks in
the rural areas and he was not comfortable with the use of the term “modifying”
to address those needs in the future.
Mr. Flainek believed it would and reminded the Committee about the
other reports that this process would reference, including the Rural Pathways
Plan developed by local community organizations. He confirmed that staffs was rolling that information into the
overall review of the pedestrian and cycling networks and a report would be
brought forward in the near future.
Councillor Bellemare believed there was a grey
area in the proposed Guidelines regarding the cumulative impact of small infill
developments. He commented that if a
string of such developments in the same neighbourhood occurred over a few years
and only a TB was performed, the community would lose out. He made reference to the statement in the
report about the City retaining the right to ask for a TIS when warranted,
however no specific reference is provided to the cumulative impact of infill
developments. The Councillor
acknowledged that, while this is being looked at and does form part of the
current practise, it is still vague as to when a TIS is warranted.
Mr. Morrison explained that as part of
community design plan exercises being undertaken in a number of communities,
staff are beginning to work on that kind of approach, where rather than looking
at a specific site, they now look at the community and the neighbourhood. He believed this addresses the cumulative
impact referred to by the councillor and acknowledged there is more work to be
done in this regard. The councillor
asked whether a development of less than 100 units (warranting only a TB) with
additional units coming on over time, would trigger a TIS or simply a second
TB. He believed that when the City is
looking at the redevelopment of an entire street, or significant new
development in a neighbourhood, a detailed study should be initiated as early
as possible so that subsequent developments can build on it and the detailed
studies can be updated over time. Mr.
Morrison advised that the CTS would take into consideration any traffic
information originally collected.
Should a subsequent development be built a few blocks away a year or so
later, staff would provide the previous traffic information to the developer,
along with all the background growth in traffic as well. This documentation would keep adding up
until such time as a Neighbourhood Study was required.
The Committee then considered the following
Motion:
Moved by J. Legendre
That the Transportation Impact Assessment
Guidelines require a signature of the licensed or registered professional
responsible for producing Community Transportation Studies, Transportation
Impact Studies and Transportation Briefs.
CARRIED
Moved by J. Legendre
That the Transportation Impact Assessment
Guidelines be reviewed by Committee and Council within the next 3 years.
CARRIED
Speaking
to Councillor Feltmate’s Motion, Councillor Holmes suggested the word “examine”
be changed to “develop”. This would
presuppose that a follow-up report would come to the Joint Committee, at which
time it could determine whether or not to approve any recommendation brought
forward.
Councillor Bédard inquired how many additional
staff would be needed to supervise the contractors reporting to the City. While he could not provide specific numbers,
the Director advised that the qualifier about the process being revenue-neutral
to the City would require more significant resources that either Planning and
Growth Management or Public Works currently have. Based on this response, the councillor did not have a problem
with keeping the wording as it was, because the direction calls for staff to
report back. However, he was concerned
about amending the Motion to read “develop”, because this implies a direction
to do something.
Councillor Hunter said he believed that the
Motion would change the City from an entity that vets consultants’ reports to
one that manages them, and given the choice, he would prefer the former. He did not believe there would be any value
added through this approach but rather that it would weaken the City’s position
with regard to accepting or rejecting reports based on their findings.
Some committee members expressed the belief
that professionals, as opposed to developers vetting these reports and
reporting directly to the City will add greater transparency to the
process. Councillor Feltmate clarified
her intent was to reassure the public that professionals are doing the work
they are hired to do. Her Motion calls
for staff to develop a mechanism, but also recognizes that it does not commit
the City to adopt one.
After further discussion, the Committee
considered the following:
Moved by P. Feltmate
WHEREAS many residents of rapidly growing communities feel that
development is being approved even through there are concerns about whether the
transportation system can handle that development;
AND WHEREAS Traffic Impact Studies are intended to prevent development
from taking place when the Transportation System cannot handle additional
traffic;
AND WHEREAS residents are worried about the impact on the outcome of
Traffic Impact Studies when developers oversee the conduct of those studies;
BE IT RESOLVED THAT the joint Planning and Environment Committee and the
Transportation Committee instruct staff to develop a process for having
proponents of development proposals requiring traffic impact studies to pay the
City to conduct those studies;
AND BE IT RESOLVED THAT the proposed process be revenue neutral for the
City.
YEAS (8) B.
Monette, R. Bloess, A. Cullen, M. Bellemare, J. Legendre, D. Holmes, P.
Feltmate, P. Hume
NAYS (4) E.
El-Chantiry, G. Hunter, G. Bédard, D. Thompson
The Committee then considered the report
recommendations, as amended by the foregoing Motions:
That Transportation Committee and the
Planning and Environment Committee recommend that Council:
1. Adopt the attached 2006 Transportation
Impact Assessment Guidelines (Document 3);
2. Approve
the delegation of authority to the
Deputy City Manager, Public Works and Services to modify the Guidelines for
minor or administrative matters as required;
3. That the Transportation
Impact Assessment Guidelines require a signature of the licensed or registered
professional responsible for producing Community Transportation Studies,
Transportation Impact Studies and Transportation Briefs;
4. That the Transportation
Impact Assessment Guidelines be reviewed by Committee and Council within the
next 3 years; and,
5. WHEREAS many residents
of rapidly growing communities feel that development is being approved even
through there are concerns about whether the transportation system can handle
that development;
AND WHEREAS Traffic Impact Studies are intended to prevent development
from taking place when the Transportation System cannot handle additional
traffic;
AND WHEREAS residents are worried about the impact on the outcome of
Traffic Impact Studies when developers oversee the conduct of those studies;
BE IT RESOLVED THAT the joint Planning and Environment Committee and the
Transportation Committee instruct staff to develop a process for having
proponents of development proposals requiring traffic impact studies to pay the
City to conduct those studies;
AND BE IT RESOLVED THAT the proposed process be revenue neutral for the
City.
CARRIED,
as amended
transportation inpact assessment guidelines
lignes directrices de
l’evaluation de l’impact sur les transportS
ACS2006-PWS-TRF-0021
The following staff appeared before
Committee: Mr. M. Flainek, Director of Traffic and Parking Operations, Mr. M.
Wildman, Manager of Infrastructure Approvals, and Mr. G. Kent, Program Manager,
Design Review and Implementation.
Mr. Flainek introduced the item, noting the report was a joint effort undertaken by Public Works and Services and Planning and Growth Management. He outlined the report’s objectives (to update the guidelines for traffic impact assessment study requirements relative to new development) and advised that the development community had participated in the preparation of the report. He indicated this report dealt with many of the concerns expressed by the public as well as by the development community.
Responding to questions from Councillor Thompson, Mr. Flainek confirmed that these guidelines would apply to new roads created as a result of new development as well as existing roads impacted by development. He explained that the guidelines do not differentiate between urban versus rural. They refer to traffic impacts felt as a result of new development.
In response to a question from Chair Jellett, he confirmed that the triggers were not so low as to trigger a traffic impact study if someone wanted to build 3 or 4 houses in a row. He noted that approximately 20 to 35 traffic impact studies were undertaken annually and in the past 2½ years, 4 of them were in rural areas.
Mr. G. Kent, Planner, provided a presentation in which he discussed the purpose of the traffic impact assessment (TIA) guidelines, he reviewed the process followed in preparing the current report, and he provided an overview of the proposed guidelines. A copy of his presentation is held on file.
Chair Jellett referenced the second report recommendation and inquired as to the definition of “minor”. He wondered if peak hour trips would be considered minor. Mr. Flainek confirmed that peak hour trips would not be considered minor. He submitted that if staff were to raise the peak hour trips, the public would object because there would be a perception that the development community was getting away with nothing to do reviews. On the other hand, if staff were to lower the peak hour trips, the development community would protest. Therefore, he viewed peak hour trips as significant and assured Committee that a change of that nature would require Council approval.
Following this brief discussion, the Committee voted on the report recommendations.
That the Transportation Committee, the
Planning and Environment Committee and the Agriculture and Rural Affairs
Committee recommend Council:
1.
Adopt the attached
2006 Transportation Impact Assessment Guidelines (Document 3); and
2.
Approve the delegation of authority to the Deputy
City Manager, Public Works and Service to modify the guidelines for minor or
administrative matters as required.
CARRIED