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Municipality of Chatham-Kent
Infrastructure and Engineering Services
Engineering and Transportation Division
To: Mayor and Members of Council
From: Mark Ceppi, Engineering Technologist
Date: June 2, 2020
Subject: Uncontrolled Intersection Review – Community of Chatham
Recommendations
It is recommended that:
1. The Municipality of Chatham-Kent Traffic and Parking By-law 245-2004 be amended as outlined in Appendix D.
Background
Engineering and Transportation Division staff (Engineering) received concerns from residents and motorists about various intersections in the Community of Chatham that do not have a yield sign or stop sign installed to control traffic. These concerns led to a greater review of all uncontrolled intersections in the Community of Chatham. A few intersections in Lynwood Subdivision, located southeast of Chatham in the Community of Harwich, were also included in the review.
The review process also identified intersections that required upgrades from yield to stop signs, and by-law house keeping of missing or incorrect records in the Traffic and Parking By-law #245-2004 schedules.
The Highway Traffic Act, R.S.O. 1990 (HTA) provides for municipalities to designate through highways, and install stop signs and yields signs to control intersections. The HTA also provides “Rules of the Road” regulations for these traffic control devices and set fines. All intersection traffic control designations are provided though Traffic and Parking By-law #245-2004 through highway, stop sign, and yield sign schedules.
Comments
Uncontrolled Intersection Review
Uncontrolled intersections are permitted and regulated under the HTA with specific “Rules of the Road” regulations. However, standards and guidelines provided in the Ontario Traffic Manual and the Geometric Design Standards for Ontario Highways limit the use of uncontrolled intersections to locations with low traffic volumes, exceptional sightlines, and low collision frequency. If these conditions do not exist, upgrading the intersection to yield or stop signs is recommended.
Uncontrolled Intersection Review – Community of Chatham 2
Engineering typically uses the safe stopping speed analysis for determining which traffic control sign is required, but other criteria are applied. Appendix A provides an overview of the traffic control selection guidelines used for this review.
A total of 85 uncontrolled intersections have been reviewed and require stop or yield signs. The list of safe stopping speed results and notes for these intersections is provided in Appendix B. This list provides page and intersection identification numbers found on the location maps in Appendix C.
Traffic Control Upgrades
Based on safe stopping speed analysis results, the following intersections are recommended for traffic control upgrades:
1. Coatsworth Road and Churchill Street: Replace northbound yield sign on Churchill Street with stop sign.
2. Coatsworth Road and Craven Drive: Replace westbound yield sign on Coatsworth Drive with stop sign.
3. Coatsworth Road and Truro Road: Replace southbound yield sign on Truro Road with stop sign.
4. Colborne Street at Sass Road: Replace northbound yield sign on Sass Road with stop sign.
5. Country Lane and Farmhouse Place: Replace eastbound yield sign on Farmhouse Lane with stop sign.
6. Kingsway Drive and Rosedale Drive: Replace westbound yield sign on Rosedale Drive and northbound yield sign on Kingsway Drive (Thames Grove Park) with stop signs.
7. Tweedsmuir Avenue West and Paisley Court: Replace southbound yield sign on Paisley Court with stop sign.
8. Tweedsmuir Avenue West and Sherwood Court: Replace southbound yield sign on Paisley Court with stop sign.
Several other intersections were reviewed but required no changes and therefore not included in this report. The safe stopping speed results and notes for these upgraded intersections is provided in Appendix B and the locations mapped in Appendix C.
By-law Housekeeping
Existing stop and yield signs at various intersections were identified as missing or incorrectly described in the Traffic and Parking By-law schedules. Opportunities to consolidate and simplify the records by creating new through highway designations were included. A through highway provides the legal designation of every stop or yield sign installed on intersecting side roads along a defined roadway section. The following schedule corrections are required:
1. Allen Street and Freeland Avenue: Delete existing northbound and southbound stop signs on Allen Street and replace with new through highway designation on Freeland Avenue.
2. Country Lane and Harvest Crescent: Existing westbound stop sign on Harvest Crescent missing from schedule will be covered under new through highway
Uncontrolled Intersection Review – Community of Chatham 3
designation on Country Lane. 3. Eugenie Street and John Street: Delete existing northbound stop sign on John
Street and replace with new through highway designation on Eugenie Street. 4. Eugenie Street at Meadowlea Road: Existing northbound stop sign on
Meadowlea Road missing from schedule will be covered under new through highway designation on Eugenie Street.
5. Emma Street and Louise Street: Add existing All-way Stop to schedule. 6. Emma Street and Ursuline Avenue: Add existing southbound stop sign on
Ursuline Avenue to schedule. 7. Detroit Drive and O’Brien Drive: Correct schedule to state the existing
northbound stop bar is on Detroit Drive, not O’Brien Drive. 8. Lynnwood Avenue and Glenmar Avenue: Existing northbound yield sign on
Lynnwood Avenue missing from schedule will be covered under new through highway designation on Glenmar Avenue.
9. Lynnwood Avenue and Cameron Avenue: Existing southbound yield sign on Lynnwood Avenue missing from schedule will be covered under new through highway designation on Glenmar Avenue.
10. Robertson Avenue and Phillip Street: Delete existing eastbound stop sign on Phillip Street and replace with new through highway designation on Robertson Avenue.
A by-law amendment (Appendix D) is included in the Council package for reading and approval.
The new stop and yield signs will become official upon installation. All signs will be installed according to Ontario Traffic Manual guidelines by Public Works Division staff.
Areas of Strategic Focus and Critical Success Factors
The recommendation in this report supports the following areas of strategic focus:
Economic Prosperity: Chatham-Kent is an innovative and thriving community with a diversified economy
A Healthy and Safe Community: Chatham-Kent is a healthy and safe community with sustainable population growth
People and Culture: Chatham-Kent is recognized as a culturally vibrant, dynamic, and creative community
Environmental Sustainability: Chatham-Kent is a community that is environmentally sustainable and promotes stewardship of our natural resources
The recommendation in this report supports the following critical success factors:
Financial Sustainability: The Corporation of the Municipality of Chatham-Kent is financially sustainable
Uncontrolled Intersection Review – Community of Chatham 4
Open, Transparent and Effective Governance: The Corporation of the Municipality of Chatham-Kent is open, transparent and effectively governed with efficient and bold, visionary leadership
Has the potential to support all areas of strategic focus & critical success factors
Neutral issues (does not support negatively or positively)
Financial Implications
The estimated cost to install 93 new or upgraded signs is $20,000 and will be funded through Public Works base budget for sign maintenance. Public Works staff have requested the sign installation work be split into two years to lessen the impact to their annual sign maintenance budget. Intersections that have received requests for improvement by residents and motorists will be prioritized for installation this year.
Prepared by:
_____________________________ Mark Ceppi Engineering Technologist Engineering and Transportation Division
Reviewed by: Reviewed by:
____________________________ _____________________________ Chris Thibert, P. Eng. Thomas Kelly, P.Eng., MBA Director, General Manager, Engineering and Transportation Division Infrastructure and Engineering Services
Attachments: Appendix A: Guidelines for Intersection Traffic Control Appendix B: Safe Stopping Speed Analysis List Appendix C: Traffic Control Location Maps Appendix D: By-law Amendment c: Director, Public Works (P:\RTC\Infrastructure and Engineering\I & ES\2020\4238 – Uncontrolled Intersection Review - Chatham.docx
GUIDELINES FOR INTERSECTION TRAFFIC CONTROL
No Control
This right-of-way rule may be adequate at the intersection of a local road with a local road where the following conditions exist:
the total ADT (average daily traffic) for the intersection is 1500 vehicles or less;
the safe approach speed (stopping sight distance) is approximately equal to or greater than the 85TH PercentileSpeed, or the posted speed limit, whichever is less;
accident history indicates less than three right-angle collisions per year.
If sight distance is restricted and cannot be improved, or if there is a history of right-angle collisions for which other contributing factors cannot be determined, consider the use of YIELD signs or STOP signs.
Yield Sign Control
This type of device is most applicable to the intersection of a local street with a local street or a local street with a collector street under the following conditions:
a total ADT entering the intersection is 1500-3000 vehicles;
a safe approach speed (stopping sight distance) is equal to or greater than 15 km/h;
a history of three or more right-angle collisions per year.
Other applications where a Yield Control is warranted include:
At each approach to a roundabout to provide right of way to vehicles already on the roundabout;
On a separate or channelized right turn lane with an inadequate acceleration lane (Per OTM).
YIELD signs shall not be installed:
To control the major flow of traffic at an intersection;
On more than two opposing approaches of an intersecting roadway, or to create a conflicting right of way conditionat the intersection;
At an intersection where there are STOP signs on one or more approaches, except in special circumstancesincluding divided roadways or channelized lanes.
Stop Sign Control
STOP control may be justified under any one of several conditions as follows:
to protect the right-of way of vehicles using major arterial streets where the application of the normal right-of-wayrule is unduly hazardous and YIELD signs are not appropriate or have not proved to be effective;
intersection of an arterial with a collector or local, or a collector with a collector or local, unless other factors suchas volume, collisions or delay dictate a higher type device (All-way stop control or traffic control signals);
at an intersection of a municipal roadway with a provincial highway;
where the safe approach speed (stopping sight distance) is 20 km/h or less;
an experience of three or more right-angle collisions per year, over a period of three years, where less restrictivemeasures have not been effective;
where the application of uncontrolled or YIELD sign control would be deemed unduly hazardous.
a total ADT in the range of 1500 to 8000 may be an indication of the need for STOP sign control. This is abovethe volume range where YIELD signs may operate satisfactory and may be below the minimum of the volumeranges required for four-way STOP control or traffic signal control. If an ADT volume in excess of 1500 vehiclesis evident at the intersection of two local streets, the street classification plan should be re-evaluated.
Appendix B
Safe Stoping Speed Analysis List
Northbound Southbound Westbound Eastbound
1 1 Andrea Dr. at Dana Pl. 11.8 11.8 stop
1 2 Argyle Cr. at Storey Crescent 9.7 18.5 9.7 stop Eastbound and westbound Stop Signs
1 3 Glengarry Cr. at Glengarry Cr. 16.5 16.5 yield Low traffic volume.
1 4 Doverdoon Dr. at Glengarry Cr. (North Intersection) 16.8 16.8 stop
1 5 Doverdoon Dr. at Glengarry Cr. (South Intersection) 13.3 13.3 stop
1 6 Doverdoon Dr. at Kirkcaldy Pl. 15.7 15.7 stop
1 7 Joanne at Pamela Cr. 10.5 10.5 stop
1 8 Pamela Cr. at Staal Ave. 12.5 12.5 stop
1 9 Parry Drive at Alpine Avenue 8.7 8.7 stop
1 10 Parry Dr. at Staal Ave. 6.6 6.6 stop
1 11 Juliette Ave. at Parry Dr. 11 11.0 stop
1 12 Cumberland Crescent at Parry Drive 11.2 11.2 stop
1 13 Parry Dr. at Peterborough Dr. 19.3 19.3 stop
1 14 Peterborough Dr. at Cumberland Dr. 10.3 10.3 stop
1 15 Thornhill Cr. at Thornhill Cr. 8.9 8.9 stop
1 16 Northland Dr. at Peterborough Dr. 11 11.0 stop
1 17 Ordon Blvd. at Northland Dr. 14.9 14.9 stop
1 18 Ottawa Dr. at Northland Dr. (North Intersection) 11.6 11.6 stop
1 19 Ottawa Dr. at Northland Dr. (South Intersection) 9.5 9.5 stop
1 20 Pembroke Cr. at Northland Dr. 11.7 11.7 stop
1 21 Alpine Ave. at David Cr. 17.1 17.1 stop
1 22 Alpine Ave. at Juliette Dr. 13.8 13.8 stop
1 23 Finch Ct. at Finch Ave. 14.8 14.8 stop
1 24 Finch Pl. at Finch Ave. 15.4 15.4 stop
1 25 Coatsworth Ave. at Churchill St. 8.6 8.6 stop Review existing Yield Sign. Change to northbound Stop
1 26 Coatsworth Ave. at Craven Dr. 17.1 17.1 stop Review existing Yield Sign. Change to westbound Stop
1 27 Coatsworth Ave. at Truro Rd. 15.5 15.5 stop Review existing Yield Sign. Change to southbound Stop
1 28 Alden St. at Romney Rd. 9.6 9.6 stop
1 29 Semenyn Ave. at Louella Cr. 8.2 8.2 stop
2 1 Romheath Rd. at Maryknoll Rd. 10.3 10.3 stop
2 2 Auralea Rd. at Maryknoll Rd. 14.7 14.7 stop
2 3 Trethway Rd. at Maryknoll Rd. 6.1 6.1 stop
2 4 Lancefield Pl. at Maryknoll Rd. 5.8 5.8 stop
2 5 Marie St. at Lancefield Pl. 6.6 6.6 stop
2 6 Auralea Rd. at Lancefield Pl. 9.3 9.3 stop
2 7 Helen St. at Lancefield Pl. 12.2 12.2 stop
2 8 Northern Pine Pl. at White Birch Trail 8.3 8.3 stop
2 9 Barclay St. at London Dr. (West Junction) 11.1 11.1 stop
2 10 Barclay St. at London Dr. (East Junction) 8.7 8.7 stop
2 11 Primrose Dr. at Wildrose Dr. 17 17.0 stop
2 12 Primrose Dr. at La Rose Dr. 12.6 12.6 stop
2 13 McFarlane Ave. at Timothy Cr. 17 17.0 stop
2 14 Briardene St. at Henry O' Way (Northerly Junction) 12.2 12.2 stop
2 15 Briardene St. at Henry O' Way (Southerly Junction) 9.4 9.4 stop
2 16 Wiltshire Drive at Owen Drive 16.9 16.9 stop
2 17 Farmhouse Pl. at Country Lane 11.6 11.6 stop Review existing Yield Sign. Change to eastbound Stop
3 1 Biddell Ave. at Stewart St. 17 17.0 stop
NotesSafe Stopping Speeds (km/hr)
Location Description MinimumWarranted
Control
Appendix C
Page #
Page
ID #
4238 - Uncontrolled Intersection Review - Community of Chatham 1 of 2
Appendix B
Safe Stoping Speed Analysis List
Northbound Southbound Westbound EastboundNotes
Safe Stopping Speeds (km/hr)Location Description Minimum
Warranted
Control
Appendix C
Page #
Page
ID #
3 2 Dianne Rd. at Stewart St. 13.3 13.3 stop
3 3 Lamson Cr. at Steward St. 12.9 12.9 stop
3 4 Faircourt Ave. at Cox Ave. 5.1 5.1 stop
3 5 Dovercourt Street at Delaware Avenue 13.5 13.5 stop
3 6 Chatham Street at Grant Street 7.3 7.3 stop
3 7 Van Allen at Thomas Street 19.6 19.6 yield Low traffic volume.
3 8 Rossini Cr. at Webb St. 7.7 7.7 stop
3 9 Cabot Trail at Landings Pass n/a n/a stop Match current Westbound. Stop Sign on Hudson Drive
3 10 Aberdeen St. at Pierone Cr. 17.1 17.1 stop
3 11 Gilmore Ave. at Madonna Cr. 18.7 18.7 yield Low traffic volume.
3 12 Kingsway Dr. at Rosedale Dr. 5.9 5.9 stop Replace existing westbound Yield Sign with Stop Sign. Change
existing northbound Yield Sign with Stop Sign
3 13 Devonshire Rd. at Rosedale Dr. 18 18.0 stop
4 1 Mary St. at Siskind St. 9.1 9.1 stop
4 2 Earl Dr. at Randolf Cr. (West intersection) 13.1 13.1 stop
4 3 Earl Dr. at Randolf Cr. (East intersection) 10.7 14.1 10.7 stop Northbound stop only. southbound is on private road.
4 4 Edna St. at Robertson Ave. 10.2 10.2 stop
4 5 Thelma Ave. at Robertson Ave. 10 10.0 stop
4 6 Jahnke St. at Downtown Chatham Centre 4.8 4.8 stop
4 7 Stanley Avenue at Prince Street 5.7 5.7 stop
4 8 Prince Street at Elmwood Avenue 7.3 7.3 stop
4 9 Adelaide Street S at Witherspoon Street 5 5.0 stop
4 10 St. Patrick Street at Foster Street 4.5 4.5 stop
5 1 Oriole Parkway at Oriole Parkway 15 15.0 stop
5 2 Bristol Dr. at Hampton Ct. 18.1 18.1 stop
5 3 Bristol Drive at Calais Court 10.2 10.2 stop
5 4 Tweedsmuir Ave. W. at Sherwood Crt. 14.1 14.1 stop Review existing Yield Sign. Change to southbound Stop
5 5 Tweedsmuir Ave. W. at Paisley Crt. 10.8 10.8 stop Review existing Yield Sign. Change to southbound Stop
5 6 Madera Cr. at St.Michael Ave. 17.7 16 13.9 8.3 8.3 stop Eastbound and westbound on Madera Cr.
6 1 Beatty Street at Massey Lane 5.6 5.6 stop
6 2 Homewood St. at Peters St. 18.1 18.1 stop
6 3 Peters St. at Birchwood St. 12.1 12.1 stop
6 4 Campbell St. at Wilkenson St. 11.5 13.2 11.1 22.4 11.1 stop
6 5 Harwich St. at Wilkenson St. 7.9 7.9 stop
6 6 Foreman Dr. at McGeorge Ave. 16.9 16.9 stop
6 7 Highland Dr. at MacMillan Cr. 16 16.0 stop
6 8 Highland Dr. at Redbud Dr. 18.8 18.8 stop
6 9 Highland Dr. at Queensway Dr. 14.2 14.2 stop
6 10 Highland Dr. at Freeland Ave. 18.1 18.1 stop
6 11 Dolson Rd. at Freeland Ave. 18.7 18.7 stop
6 12 Simonton Dr. at Freeland Ave. 18.7 18.7 stop
6 13 Allan St. at Lottie Ave. 17.5 17.5 stop
6 14 Pavey St. at Lottie Ave. 9.5 9.5 stop
7 1 Sass Rd. at Colborne Street 16.2 16.2 stop Review existing Yield Sign. Change to northbound Stop
7 2 Ivan Rd. at Polly St. 3.3 3.3 yield Very low traffic volume from north. Install Yield
7 3 Sass Rd. at Polly St. 8.9 8.9 stop
7 5 Glenmar Ave. at Joplyn St. 10.8 10.8 yield Very low traffic volume from north. Install Yield
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Appendix C
Appendix D
By-law Number ________
Of The Corporation of the Municipality of Chatham-Kent
A By-law to amend By-law Number 245-2004 of the Municipality of Chatham-Kent.
(Through Highway Designations, Stop Signs, and Yield Signs in the Communities of Chatham, Harwich, and Raleigh)
Finally Passed the ____ day of ____________, 2020.
Whereas the Corporation of the Municipality of Chatham-Kent did enact By-Law 245-
2004 for the purpose of regulating traffic on highways in the Municipality of Chatham-
Kent.
And Whereas the Corporation of The Municipality of Chatham-Kent now deems it
expedient to amend certain provisions of said By-law 245-2004.
Be it Therefore Enacted by the Municipal Council of the Municipality of Chatham-Kent
as follows:
1. Schedule “P” (Through Highways) of By-law 245-2004 be and the same is hereby amended by adding thereto and inserting therein;
COLUMN 1 COLUMN 2 COLUMN 3
HIGHWAY FROM TO
COMMUNITY OF CHATHAM
a) Andrea Drive Oxley Drive Northerly limits
b) Bristol Drive Wedgewood Avenue Keil Drive South
c) Coatsworth Avenue Craven Drive Easterly limits
d) Country Lane McNaughton Avenue Northerly limits
e) Devonshire Road Grand Avenue East Southerly limits
f) Earl Drive Merritt Avenue Churchill Park Road
g) Eugenie Street Foreman Drive Tweedsmuir Avenue East
h) Finch Avenue Baldoon Road Easterly limits
i) Freeland Avenue Highland Drive John Street
Appendix D
j) Henry O’ Way Victoria Avenue Briardene Street (North Junction)
k) Highland Drive Queen Street Queensway Drive
l) Lancefield Place Maryknoll Road Romheath Road
m) Maryknoll Road Street Clair Street Romheath Road
n) Parry Drive Baldoon Road Oxley Drive
o) Primrose Lane Oxley Drive Easterly limits
p) Prince Street North Colborne Street Stanley Avenue
q) Robertson Avenue King Street West Harvey Street
r) Romheath Road Lancefield Place Northerly limits
s) Sass Road Colborne Street Park Avenue East
t) Stewart Street McNaughton Avenue West Cornhill Street
u) Webb Street Michener Road Easterly limits
COMMUNITY OF HARWICH
v) Cameron Avenue Eastlawn Road Easterly limits
w) Glenmar Avenue Eastlawn Road Joplyn Street
x) Joplyn Street Cameron Avenue Northerly limits
2. Schedule “Q” (Stop Signs) of By-law 245-2004 be and the same is hereby amended by deleting therefrom;
COLUMN 1 COLUMN 2
INTERSECTION FACING TRAFFIC
COMMUNITY OF CHATHAM
a) Allen Street and Freeland Avenue Northbound and Southbound on Allen Street
b) Eugenie Street and John Street Northbound on John Street
c) Robertson Avenue and Phillip Street Eastbound on Phillip Street
COMMUNITY OF RALEIGH
d) Detroit Drive and O’Brien Drive Northbound on O’Brien Drive
3. Schedule “Q” (Stop Signs) of By-law 245-2004 be and the same is hereby amended by adding thereto and inserting therein;
Appendix D
COLUMN 1 COLUMN 2
INTERSECTION FACING TRAFFIC
a) Aberdeen Street and Pierone Crescent
Southbound on Pierone Crescent
b) Alden Street and Romney Road Northbound on Romney Road
c) Allan Street and Lottie Avenue Westbound on Lottie Avenue
d) Alpine Avenue and David Crescent Westbound on David Crescent
e) Alpine Avenue and Juliette Drive Eastbound on Alpine Avenue
f) Argyle Court and Storey Crescent Eastbound on Storey Crescent and Westbound on Argyle Crescent
g) Barclay Street and London Drive (West Junction)
Easbound on London Drive
h) Barclay Street and London Drive (East Junction)
Eastbound on Barclay Street
i) Briardene Street and Henry O’ Way (North Junction)
Westbound on Henry O’ Way
j) Campbell Street and Wilkinson Street Eastbound and Westbound on Campbell Street
k) Chatham Street and Grant Street Westbound on Chatham Street
l) Coatsworth Avenue and Craven Drive
Westbound on Coatsworth Avenue
m) Cox Avenue and Faircourt Avenue Westbound on Cox Avenue
n) Emma Street and Ursuline Avenue Southbound on Ursuline Avenue.
o) Foreman Drive and McGeorge Avenue
Westbound on McGeorge Avenue
p) Foster Street and St. Patrick Street Southbound on Foster Avenue
q) Harwich Street and Wilkinson Street Southbound on Wilkinson Street
r) Highland Drive and Queensway Drive
Southbound on Highland Drive
s) Jahnke Street (Easterly Leg) and Jahnke Street (Northerly Leg)
Westbound on Jahnke Street (Easterly leg)
t) Joanne Street and Pamela Crescent Eastbound on Pamela Crescent
u) Kingsway Drive and Rosedale Drive Westbound on Rosedale Drive, Northbound on Kingsway Drive
v) Lottie Avenue and Pavey Street Eastbound on Lottie Avenue
w) Madera Crescent and St. Michael Avenue
Eastbound and Westbound on Madera Crescent
x) Mary Street and Siskind Court Northbound on Siskind Court
y) Massey Lane and Beatty Street Northbound on Massey Lane
z) Oriole Parkway (Westerly Leg) and Oriole Parkway (Northerly/Southerly Leg)
Eastbound on Oriole Parkway (Westerly Leg)
aa) Owen Avenue and Wiltshire Drive Northbound on Owen Avenue
bb) Pamela Crescent and Staal Avenue Northbound on Staal Avenue
Appendix D
cc) Peterborough Drive and Cumberland Drive
Northbound on Cumberland Drive
dd) Thornhill Crescent (Southerly Leg) and Thornhill Crescent (Easterly/Westerly leg)
Northbound on Thornhill Crescent (Southerly Leg)
ee) White Birch Trail and Northern Pine Place
Northbound on White Birch Trail
ff) Witherspoon Street and Adelaide Street South
Eastbound on Witherspoon Street
ALL WAY STOPS
gg) Emma Street and Louise Street Eastbound and Westbound on Emma Street, Northbound on Louise Street
COMMUNITY OF RALEIGH
hh) Detroit Drive and O’Brien Drive Northbound on Detroit Drive
4. Schedule “R” (Yield Signs) of By-law 245-2004 be and the same is hereby amended by deleting therefrom;
COLUMN 1 COLUMN 2
INTERSECTION FACING TRAFFIC
COMMUNITY OF CHATHAM
a) Churchill Street and Coatsworth Avenue
Northbound on Churchill Street
b) Coatsworth Avenue and Craven Drive
Westbound on Coatsworth Avenue
c) Kingsway Drive and Rosedale Drive Westbound on Rosedale Drive
d) Sherwood Court and Tweedsmuir Avenue West
Southbound on Sherwood Court
5. Schedule “R” (Yield Signs) of By-law 245-2004 be and the same is hereby amended by adding thereto and inserting therein;
COLUMN 1 COLUMN 2
INTERSECTION FACING TRAFFIC
COMMUNITY OF CHATHAM
a) Gilmore Avenue and Madonna Court Northbound on Gilmore Avenue
b) Glengarry Crescent and Glengarry Crescent (Southerly Leg)
Westbound on Glengarry Crescent
c) Polly Street and Ivan Street Westbound on Polly Street
d) Thomas Street and Van Allen Street Eastbound on Thomas Street
Appendix D
6. By-law 245-2004 of the Corporation of the Municipality of Chatham-Kent as heretofore amended from time to time are hereby ratified and confirmed in all respects save and except as amended hereby.
This By-law shall come into full force and effect upon the final passing thereof.
Read a First, Second and Third Time this ____ day of ______________, 2020
__________________________
Mayor – Darrin Canniff
__________________________
Clerk - Judy Smith
