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TO: |
Mayor and Members of Council |
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FROM: |
Alan Brown,
Director of Engineering |
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PREPARED BY: |
David Porretta,
Engineering Technician |
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DATE OF MEETING: |
2004-Sep-27 |
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SUBJECT: |
Commerce Valley
Drive West / South Park Road - All-way Stop Control |
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RECOMMENDATION:
THAT Schedule 12
of By-law 106-71 for all-way stop control be amended
to include the intersection of
AND THAT the Operations and Asset Management Department be directed to
install all-way stop signs at the intersection of
AND THAT The York Regional Police Department be
requested to enforce the all-way stop control upon installation of these signs;
AND THAT the intersection of
AND THAT a sidewalk on the east side of
PURPOSE:
This
report recommends all-way stop control at the intersection of
BACKGROUND:
The
Currently,
DISCUSSION:
All-way Stop Control Warrant
To determine the need for all-way stop control, the local traffic
conditions must meet the minimum requirements of the all-way stop warrant
adopted by the Town. The warrant is
based on guidelines established by the Ministry of Transportation of
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WARRANT 1 |
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WARRANT 2 |
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Vehicular Volume |
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Volume
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(All Approaches) |
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Criteria |
Recorded Value |
Criteria Met? |
Criteria |
Recorded Value |
Criteria Met? |
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> 350 |
1255 |
Yes |
< 75 / 25 |
75 / 25 |
Yes |
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An
All-way Stop Sign Control is warranted when both warrants 1 and 2 are
satisfied. In accordance with the above
analysis, Warrants 1 and 2 were satisfied, therefore the Engineering Department
recommends an All-way Stop Control for the intersection of
Traffic Control Signal Warrant
A traffic control signal warrant study was also undertaken at the intersection to investigate the suitability for traffic signal installation. Before signals can be installed at a particular intersection, a signal warrant study is necessary to confirm that it meets the minimum technical requirements. The warrant follows guidelines established by the Ministry of Transportation Ontario and covers aspects such as vehicular volume, delay and accident experience at the intersection. The traffic volume requirement is based on an eight hour turning movement count conducted at the intersection.
Town staff conducted a warrant analysis at the intersection of
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WARRANT 1 |
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WARRANT 2 |
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Minimum
Vehicular Volume |
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Delay to Cross Traffic
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Criteria |
Recorded Value |
Criteria Met? |
Criteria |
Recorded Value |
Criteria Met? |
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> 80% |
73% |
NO |
> 80% |
84% |
YES |
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Results
indicate that warrants were not met based on the existing three-leg intersection configuration. However, the introduction of
a fourth approach will increase the potential conflict between left turn and
through movements on the minor road (
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WARRANT 1 |
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WARRANT 2 |
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Minimum
Vehicular Volume |
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Delay to Cross Traffic
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Criteria |
Recorded Value |
Criteria Met? |
Criteria |
Recorded Value |
Criteria Met? |
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> 80% |
89% |
YES |
> 80% |
84% |
YES |
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Based
on the introduction of the fourth leg,
the intersection meets the warrants for traffic signals.
Sidewalk Assessment
Current
Engineering design criteria requires that collector roads have sidewalks on
both sides of the street.
It
was observed that 433 pedestrians crossed the intersection of
The
sidewalk will also facilitate access to the proposed traffic control signals at
Summary of All-Way Stop Control, Traffic Control Signals and Sidewalk
To address the operational issues
at the intersection of
Upon approval, the all-way stop
control will be implemented in Fall 2004, followed by
the installation of the traffic control signals and sidewalk in Spring 2005,
subject to Capital budget approval.
FINANCIAL CONSIDERATIONS:
The cost of labour and materials to install the all-way stop control
signs are accounted for in the 2004 budget for the Operations and Asset
Management Department.
The Town has a
letter of credit from Kolter Properties Limited for
the purpose of intersection improvements, including traffic control signals, at
BUSINESS UNITS CONSULTED AND AFFECTED:
Subject
to Council’s approval, the Operations and Asset Management Department will
install the proper signage for the all-way stop at
ATTACHMENTS:
Attachment
Attachment
2 – Proposed By-law
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Alan Brown, C.E.T. Director of Engineering |
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Jim Baird, M.C.I.P., R.P.P. Commissioner of Development Services |