HomeMy WebLinkAboutWD-72-92 Addendum UNFINISHED BUSINESS'
THE CORPORATION OF THE TOWN OF NEWCASTLE
REPORT
Meeting: GENERAL PURPOSE AND ADMINISTRATION COMMITTEE File #
Date: MARCH 1, 1993 Res. #
ADDENDUM By-Law#
Report#: WD-72-92 File#: B1 . 15. 01
Subject: PROPOSED CLOSING OF REGIONAL ROAD 57 AND MARTIN ROAD
Recommendations:
It is respectfully recommended that the General Purpose and
Administration Committee recommend to Council the following:
1. THAT Report Addendum WD-72-92 be received;
2 . THAT By-law 92-225 contain an effective date of July 4, 1994,
for the closure of Martin Road;
3 . THAT Council lift from the table and pass By-law 92-225; and
4 . THAT Mr. Gavin M. Stephenson and Mrs . Linda Welsh be advised
of Council's decision and be provided with a copy of Report
Addendum WD-72-92 .
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REPORT
1.0 ATTACHMENTS
No. 1: Key Map
No. 2: Correspondence received January 5, 1993, from
Gavin M. Stephenson.
No. 3: Correspondence received January 8, 1993, from
Totten Sims Hubicki Associates .
/2
REPORT ADDENDUM WD-72-92 PAGE 2
No. 4: Correspondence received January 19, 1993, from
the Kaitlin Group Ltd.
No. 5: Correspondence received January 26, 1993, from
the Region of Durham.
No. 6 : By-law 92-225
2.0 BACKGROUND
2 . 1 At a regular meeting held on December 14, 1992, Mrs .
Linda Welsh appeared as a delegation presenting a
petition against the closing of Martin Road. She
requested that if the road must be closed, the by-law
should not take effect until the Aspen Spring Subdivision
is completed.. At this meeting Council passed Resolution
#C-816-92 :
"THAT By-law 92-225, being a by-law
to stop-up and close part of the
road allowance to vehicular traffic
between Lots 14 and 15, Concession
1, former Township of Darlington,
Town of Newcastle, Part 1, Plan 40R-
14465, be tabled to January 11,
1993, for an effective date to be
included in the By-law. "
2 . 1 At a regular meeting held on January 11, 1993, Council
passed Resolution #C-32-93:
"THAT the correspondence dated
January 5, 1993, from Gavin M.
Stephenson, pertaining to his
Opposition to the Proposed Closing
of the Intersection of Regional Road
57 and Martin Road, be received;
I
. . . /3
A �
REPORT ADDENDUM WD-72-92 PAGE 3
THAT the correspondence be referred
to the Public Works Department for
review in conjunction with their
update on this matter; and
THAT Mr. Gavin M. Stephenson be
advised of Council's decision. "
3.0 CONCERNS
3 . 1 The correspondence from Mr. Gavin Stephenson dated
January 5, 1993 (Attachment #2) , mentioned concerns with
emergency services response times and general public
safety. In addition Mr. Stephenson proposed two
. alternatives to the closure of Martin Road:
a) Traffic signals at Martin Road/Regional Road 57
intersection
b) One way operation of the intersection, southbound
traffic only
3 .2 At a meeting of Council held on December 14, 1992, Mrs.
Welsh requested that if Martin Road was to be closed the
timing of the closure should be related to the
. construction of the Aspen Springs Subdivision.
4.0 REVIEW AND COMMENT
4 . 1 Response Time - Fire Department
4 . 1. 1 The Town's Policy and Procedure for Road Closures
requires circulation of the proposed road closure to all
agencies including those responsible for emergency
services . Mr. Stephenson's concern regarding response
i
time for emergency services was reviewed by our Fire
Department.
. . . /4
n
I
REPORT ADDENDUM WD-72-92 PAGE 4
They advised that "as a result of the road closure, some
response times to the Martin Road area could be increased
by a minimum amount of time, however the firefighting
equipment and operating personnel are available within
the municipality to provide an acceptable response to
citizens calls within a reasonable amount of time" .
4 .2 Report from Totten Sims Hubicki
4 .2 . 1 Our consultant, Totten Sims Hubicki and Associates,
prepared a report (Attachment No. 3) in consideration of
the correspondence from Gavin M. Stephenson regarding
general public safety and alternatives to the road
closure and Mrs. Linda Welsh's concern regarding the
timing for the road closure. The conclusion of the
report is that the closure of Martin Road is desirable
from an operational and safety perspective, and that the
remaining construction of the subdivision and the
resulting traffic, would not effect the traffic already
existing on Martin Road.
4 .2 .2 Totten Sims Hubicki stated the closure of Martin Road
would eliminate some existing and future potential safety
concerns in the area and make pedestrian travel between
Martin Road and Prestonway Drive safer. The provision of
sidewalks on Martin Road from Penfound Drive to
Prestonway Drive will be considered in the 1994 Budget
and Four Year Forecast.
i
i
4 .2 . 3 Mr. Stephenson's proposed alternatives to the closure of
Martin Road where reviewed and it was concluded that the
installation of traffic signals at this intersection and
the one way traffic alternative could not be supported
because of geometric constraints on Regional Road 57 and
on Martin Road.
i
. . . /5
i
REPORT ADDENDUM WD-72-92 PAGE 5
4 .2 .4 The report proposed that the closure of Martin Road could
be implemented this summer after the end of the school
season provided that Hartwell Avenue, Bonnycastle Drive
and Prestonway Drive are fully completed.
4 . 3 School Boards
4 . 3 . 1 The Northumberland and Newcastle Board of Education and
Peterborough Victoria Northumberland Newcastle Roman
Catholic Separate School Board were contacted and
indicated no concerns regarding the timing of the road
closure provided that Hartwell Avenue, Bonnycastle Drive
and Prestonway Drive were fully constructed in order to
accommodate their bus routes .
4 .4 The Developer
4 .4 . 1 Mr. K. Whalen of the Kaitlin Group, has advised that the
completion of Hartwell Avenue, Bonnycastle Drive and
Prestonway Drive is scheduled for the summer of 1993.
Accordingly the road closure could be scheduled as early
as summer of 1993 (Attachment #4) .
4 .5 Mrs . Welsh's Concern
4 .5 . 1 In order to address Mrs . Welsh's concern regarding the
timing for construction of alternate accesses to Regional
Road 57 and Baseline Road, Mr. Whalen provided a phasing
schedule (Attachment No. 4) .The proposed phasing
schedules the construction of Phase IIa and IIb (which
include the accesses to both Regional Road 57 and
Baseline Road) for late 1993 and early 1994 respectively.
. . ./6
REPORT ADDENDUM WD-72-92 PAGE 6
5.0 CONCLUSIONS AND RECOMMENDATIONS
5. 1 In consideration of the above-mentioned, we concluded
that the most reasonable date for the closure of Martin
Road would be July 4, 1994 . The Region of Durham,
Traffic Division, have advised that they concur with
postponement of the closure and our proposed schedule for
the closure. (Attachment No. 5) .
We therefore recommend that By-law 92-225 include an
effective date of July 4, 1994, for the closure of Martin
Road.
Respectfully submitted, Recommended for presentation
to the Committee,
------------------------ -LL� (/..� � - � ./•- -----------
Walter A. Evans, P.Eng. , Lawrence E. KoI
Director of Public Works Chief Administiative Officer
ASC*hj
February 18, 1993
Attachments
PC Mr. G.M. Stephenson
66 Penfound Drive
Bowmanville, Ontario
L1C 4C2
Mrs . Linda Welsh
45 Alonna Street
Bowmanville, Ontario
L1C 3P7
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ATTACHMENT N0. 1
KEY MAP ADDENDUM WD-72-92
JAH 5 3 27 PM 193
66 Fenfound Drive
Bowmanville, Ontario
LiC 4C2
Jan 5, 1993. /
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With
4•.r n:.
Patti L. Barrier i e, Town Clerk er k " - t,rto.�r�n a.j_ne_
. ..4
Town o f Newcastle CCiP1i'S TO Fr.part
40 Temprance Street
Bowmanville, Ontario ;
LoS�
LiC 3A6 —
Dear Ms. Barrie
I wish to appear before council on January fly 1993 to voice my
opposition to the proposed closing of the intersection of Regional
Road 57 and Martin Road. I feel that a full closure of this
access route will severely affect the residents of the area with
regards to emergency servir_es, and general public safety.
Currently there are approximately 3:35 residential units accessing
Martin Road .to enter or leave the subdivision. The closure of
the intersection of Regional Road 57 and Martin Road will leave
only one exit from this area to a main thoroughfare. Agreed
northbound access to Regional Road 57 will be open through the new
Aspen Springs development; but this new access will funnel trafir_
past the new homes in Aspen Springs increasing the risk of
accidents involving children.
Currently children residing in the area wall; to school and the
increased traffic from the new Aspen Springs development will
increase accident risk for these children. As sidewalks are added
to the Aspen Springs development many of these children will also
be expected to walk to school . There are currently no sidewalks
from this intersection to the intersection with Fenfound Driver
thus forcing pedestrians to walk on the shoulder of the road.
Even without any changes to the current traffic pattern there will
be an increased use of this route by pedestrians as children use
the route to access the Base Line Community Centre and par[::.
Since all fire services are now provided to this area from the
central fire station on Church Street these emergency vehicles
ATTACHMENT NO. 2
ADDENDUM WD-72-92
i J I
9
will also be required to enter the area through Aspen Springs.
This access will involve three new corners slowing response times
and increasing accident risk:. The alternate access from Rase Line
Road would also increase response time.
As an alternative to closing this intersection I would like to
propose two alternatives. The first alternative is to install
traffic signals at the intersection. This would maintain access
to the area much as it is now and help to reduce any traffic_
problems that currently exist at the intersection. The second
alternative is to close access to Regional Road 57 from northbound
Martin Road, while straightening the corner from southbound
Regional Raod to Martin Road for either general use or for the use
of emergency vehicles only.
I hope that this input will help to indicate the level of concern
of the residents of this area.
Sincerely
o
Gavin M. Stephenson
I
I
300 WATER STREET, WHITBY, ONTARIO
CANADA LIN 9,12
totten sims hubicki associates (416)668-9363 FAX(416)668-0221
January 8th, 1993
Mr. T. Cannella, CET
Manager of Engineering
The Corporation of the
Town of Newcastle hi'wTio J ,e°. 1:0 + �
Public Works Department
40 Temperance Street
Bowmanville, Ontario ; 1 ?,P.,Ijm 10 rr2 7
L1C 3A6 °o.IES TO
RE: Proposed Closure of Old Martin Road r9 Y _
at Regional Road 57 (Waverley
Dear Mr. Cannella:
This is further to our January 4th, 1993 meeting and your request for a review of.a proposed road
closure of Old Martin Road at Regional Road 57 in the Town of Newcastle. I have the following
comments for your review.
Our review of the proposed closure was undertaken from the following perspectives:
• Safety;
• Traffic volumes anal internal circulation in the community; and
• Emergency vehicle access/school bus circulation.
Please note that we have not undertaken or updated traffic counts within the area. We have,
however, reviewed the closure in the context of the Aspen Springs Development and the road network
associated with this development.
SAFETY
We have reviewed the operation of the existing Old Martin Road/Regional Road 57 intersection from
a safety perspective and although the configuration is not totally desirable given the angle of
intersection with Regional Road 57 and the fact that the intersection is located on both a vertical and
horizontal curve, we find that this intersection is not considered an accident prone location, i.e. a
significant number of accidents have not been reported at this location. This is possibly because
motorists are aware of the undesirable operating conditions noted above and vehicle speeds on
Regional Road 57. Through field investigation only, we have also assessed the prevailing driver sight
distances which appear to be satisfactory.
ATTACHMENT N0. 3
ADDENDUM WD-72=92
I=n1r,IK1FGRq ARr.P1T1 rTq At\in PI ANNFRq
- 2 -
One issue which should be taken into consideration when considering the safety aspects of the
proposed closure includes the prevail ing,speeds on Martin Road. Spot speed studies undertaken
previously indicate that vehicles on Martin Road and in particular, shortcutting vehicles travelling
from Regional Road 57 to Baseline Road, are travelling in excess of the posted speed limit.
With the implementation of the Aspen Springs subdivision, I do have some concerns with respect to
operational problems which may occur between the intersections of Hartwell Avenue/Regional Road
57 and Old Martin Road/Regional Road 57, should Old Martin Road remain open. There may also
be some operational issues should Old Martin Road remain open when the existing barriers are
removed on Prestonway Drive which is located just south of the intersection of Regional Road 57 and
Old Martin Road. My concerns generally relate to the spacing of these intersections. I do not
believe that these volumes will exceed accepted guidelines (approximately 1,500 veh./day).
It should be noted that the installation of traffic signals could not be supported at this location because
of the vertical and horizontal curves on Regional Road 57. Modification of the intersection to provide
a right-in/right-out configuration is also not recommended as a result of the inability to make such
configurations work in a completely safe fashion. The proposed townhouse complex to be located on
the south-east corner of the intersection may further impact operations at this intersection. Access to
this complex is proposed to/from Old Martin Road just south of Regional Road 57.
TRAFFIC VOLUMES AND INTERNAL CIRCULATION
The proposed road closure will result in some changes to internal circulation within the existing
subdivision and within the new Aspen Springs subdivision. There will also be a change in the type of
motorists using Old Martin Road, i.e. local versus non-local. As previously mentioned, there are
currently some motorists who are shortcutting between Regional Road 57 and Baseline Road.
Although we have not undertaken surveys to determine amount of shortcutting traffic, from visual
inspection it appears to be a relatively significant number during the a.m. and p.m. peak periods.
This type of through traffic does result in undesirable conditions and is likely part of the reason the
existing speeds on Old Martin Road are slightly in excess of the posted speed limit. As previously
discussed, closure of Old Martin Road will eliminate this through traffic component. Based upon our
observations, it is expected that removal of the through traffic from Old Martin Road, will likely
result in a net reduction or no change to overall traffic volumes on Old Martin Road even with the
connection to Prestonway Drive in place.
With the proposed closure of Old Martin Road, residents in the existing community adjacent to Old
Martin Road who currently use the Regional Road 57 intersection, will now be required to access
Regional Road 57 via Baseline Road. Given the volumes on Old Martin Road, this should not result
in any significant impact on operations at either the intersection of Old Martin Road and Baseline
Road or Baseline Road and Regional Road 57. With the road closure, internal traffic circulation
within the community will change, however, residents will still have an opportunity to proceed north
to Regional Road 57 using Prestonway Drive, Bonnycastle Drive and Hartwell Avenue. This will be
a slightly longer trip for local residents but the circuitous nature of the route will likely preclude use
of this route by shortcutting traffic. Some traffic from the Aspen Springs community will utilize Old
Martin Road to obtain access to Baseline Road and Regional Road 57, however, given the availability
of Hartwell Avenue and the existing intersection with Regional Road 57, it is likely that few residents
will use Old Martin Road. These residents may come from Prestonway Drive and part of
Bonnycastle Drive. It is my estimatation that, should Old Martin Road remain open in any fashion at
Regional Road 57, that traffic volumes on Prestonway Drive will exceed the volumes which may be
realized with the closure in place. i 7
IL � �
- 3 -
Based on my experience, and with the proposed closure in place, I would estimate that approximately
I5-25 residences may use Old Martin Road to access and egress the Aspen Springs community on a
regular basis which translates into approximately 150-250 vehicle trips per day. It should be
recognized that the construction of the second and third phases of Aspen Springs and the provision of
additional access to Baseline Road on West Side Street, will likely have little or no impact on traffic
conditions or volumes on Old Martin Road as more attractive and convenient access exists to the
Aspen Springs area at several other locations both from Regional Road 57 and Baseline Road.
The provision of access to the Aspen Springs area via Prestonway Drive will permit residents, on and
adjacent to Old Martin Road in the existing community, to access the proposed commercial areas to
the north and the future GO Station.
EMERGENCY VEHICLE ACCESS/SCHOOL BUS CIRCULATION
It is my opinion that, with the closure of Old Martin Road at Regional Road 57 and the provision of
access to Martin Road from Aspen Springs via Prestonway Drive, access for emergency service
vehicles and school buses will essentially remain unchanged from existing conditions. I understand
that this issue has been discussed with the agencies providing emergency services and the appropriate
School Boards. It is my feeling that school bus movements at Old Martin Road and Regional Road
57 are undesirable and better accommodated at the Hartwell Avenue/Regional Road 57 intersection.
SUMMARY AND CONCLUSIONS
Based upon our review of conditions at the intersection of Old Martin Road and Regional Road 57 in
the Town of Newcastle and given recent and future development in the Aspen Springs subdivision
area, I would suggest that the proposed closure of Old Martin Road at Regional Road 57 would be
desirable from an operational and safety perspective. In general, the closure would eliminate some
existing and future potential safety concerns in the area. The closure will also make pedestrian travel
between Old Martin Road and Prestonway Drive safer. In terms of an implementation timetable, I
would suggest that the closure should be implemented following substantial completion of roadway
construction on Hartwell Avenue, Bonnycastle Drive and Prestonway Drive and removal of all
construction debris from these roadways.
I would also suggest that consideration be given to not implementing the closure until at least the end
of the 1992/1993 school season so that the School Boards have an opportunity to adjust their routes
and schedules to this change.
Please do not hesitate to contact me should you have any questions regarding our comments.
Yours very truly,
D.I. Allingham, P. Eng.
Manager, Transportation Engineering
DIA/an
01/20/93 13:17 THE I, 1LIN GROUP LTD 4166234169 NO.260 UO2
Tfie Kaldin Gn)up Ltd
1029 McNicoll Avenue
January ig, 93
Scarborough,Ontario Ml 31V6
19
Telephone(416)495-7050
Fax(416)495-8820
Mr. -A,S. Cannella, C.E.T. ATTENTION TOM,OF 14c."e&He
N['v';T'P.S'LE Discuss With
Manager of Engineering 5 P1Xr.(\1':D
The Corporation of tho' Town of Iewcastle Pleas.,Ansmr
40 Temperance Street t4otg&Return tome
Bowmanville, Ontario 0
COPIES TO nvv.Agale&Report
LIC 3A6
T i',I!,niopi-.1te Adon
Dear Sir,
RO*q Development Intentions - 1993/94
Aspen Springs vubdi-Viaion - Plan 18T-80046
Further to our recent discussions, we are pleased to provide you
with our present intended servicing strategies for the remainder of
the lands within the above-noted subdivision;
A) Phase I
Phase I consisted of 211 units of which 155 have now been sold and
the purchasers have taken occupancy. It is anticipated that the
majority of the remaining units, which are primarily the larger 40"
and 50/ lots fronting onto Bonnycastle Drive, will be sold over the
,spring and summer of this year. Consequently, we' would be in a
position to undertake the finishing asphalt works by late summer of
L993 on Hartwell Avenue, Bonnycastle Drive, Vail Meadows Crescent,
and PrestonWay Drive.
1i) Phase IIA - Stage I and Ii
'It
had been intended to originally service this portion of the
subdivision in the Fall of 1992, however due to a sharp decline in
market forces, as well as the extremely wet weather of this last
- summer and fall, it was decided to not proceed until Ott least the
spring of 1993 .
Depending upon the degree of renewal of the market over, the course
of this winter, we will likely service at least Stage I of Phase
IIA during the spring and summer of this year. In addition, . if
other issues become clarified, in particular the re-lotting of
Bonnycastle Drive and the abutting Local Commercial Pla:;,a, stage II
of Phase IIA may also proceed at that same time. As you are aware,
in the event Stage I and II are developed, Aspen Springs Drive will
be built from its western limit out to Martin Road. ATTACHMENT No. 4
ADDENDUM WD-72-92
1 215 /2
rt-..
01x20/93 13:18 THE K )-IN GROUP LTD 4166234165
2
" ,I ) Phase IIB
Our consulting engineers, G.M. Sernas and Associates Ltd. , are
presently preparing the Third Bngineering Submission for phase IIB
which covers most of the remainder of the subdivision. It is
presently our intention to also service this phase latEir in 1993 or
early 1994 which would result in the construction of a portion of
Street IB' (West Side Drive) from Baseline Road to Bonnycastle
.Drive by spring of 1994 at the latest.
.Again depending on the strength and specifics of the market in
3.9931 it may be possible to look at staging ie. . sub-phasing Phase
:11B as indicated on the attached plan.
a Ge OL_18T-8FO46
The remainder of the subdivision, ie. those lands not enveloped by
Phases I, IIA, or IIB are either frozen due to the indeterminacy of
the abutting lands to the west, or are comprised of various site
Plans for future development.
Ile trust the foregoing has provided you with some indication of our
faervicing options and targets for the coming year, however should
you require further clarification, please do not hesitate to
contact the undersigned.
Yours very truly,
."�
Kelvin Whalen, P. Eng.
Director of Development
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REG10
The Regional
Municipality
of Durham
Works Department
Box 623 The Corporation of the Town of Newcastle
105 Consumers Dr. Public Works
Whitby,Ontario Temperance Street
Canada,L1 N 6A3
(416)668-7721 Bowmanville, Ontario
Fax(416)668-2051 L1C 3A6
V.A.SILGAILIS, P.Eng. Attn: Mr. Tony Cannella
Commissioner of Works
Please quote our ref: Dear Sir: I
TRA-RR57-DEV Re: Closure of Old Martin Road at the intersection
of R.R. #57 in the Town of Newcastle
This letter is intended to clarify the Region's position
and understanding of the closure of Old Martin Road at
its intersection with R.R. #57, in the Town of Newcastle.
The Region concurs with the proposed postponement of the
closure until such time as the adjacent development's
road network has been completed. However, should there
be any delays in the proposed construction of the
development, the Region reserves the right to review the
timing of the closure.
In order to properly plan for the road closure the Region
requests that a date be chosen which serves as the latest
date of closure.
If you wish to discuss the matter further, please contact
the undersigned.
Yours truly
Ste P hen J. Mayhew, P.Eng.
Traffic Operations
SM/jh
cc: B. Szwarz ATTACHMENT NO. 5
C. Curtis, P.Eng. ADDENDUM WD-72-92 �
This paper contains recycled material.
I
THE CORPORATION OF THE TOWN OF NEWCASTLE
BY-LAW NUMBER 92-225
Being a By-Law to stop-up and close part of
the road allowance to vehicular traffic
between Lots 14 and 15, Concession 1, former
Township of Darlington, Town of Newcastle,
Part 1, Plan 40R-14465.
WHEREAS The Corporation of the Town of Newcastle deems it desirable
to stop-up and close part of the road allowance to vehicular
traffic between Lots 14 and 15, Concession 1, former Township of
Darlington, Town of Newcastle, described as Part 1, Plan 40R-14465,
Municipal Act, R.S.O. 1990 c.m.45, s.297(9) .
WHEREAS notice of the intention of Council to pass this by-law was
sent to the Regional Municipality of Durham on the 20th day of
October, 1992, and the Regional Municipality of Durham granted
approval of the proposed by-law by letter dated the 28th day of
October, 1992.
NOW THEREFORE BE IT ENACTED AND IT IS HEREBY ENACTED AS A BY-LAW OF
THE CORPORATION OF THE TOWN OF NEWCASTLE AS FOLLOWS:
1. Part of the portion of the road allowance comprising all an-1
singular that certain parcel and tract of land and premises,
lying and being in the Town of Newcastle, in the Regional
Municipality of Durham, Province of Ontario, and being
composed of part of the road allowance between Lots 14 and 15,
Concession 1, former Township of Darlington, Town of
Newcastle, more specifically described as Part 1 on Plan 40R-
14465 deposited in the Land Registry Office for the Registry
Division of Durham (No. 40) on October 8, 1992, is hereby
stopped up and closed to vehicular traffic effective July 4,
1994.
BY-LAW read a first time this 14th day of December, 1992.
BY-LAW read a second time this day of 1993.
BY-LAW read a third time and .finally passed this day of
L.i
r
MAYOR
CLERK
f
ATTACHMENT NO . 6
f ADDENDUM WD-72-92
I
This is Schedule "A" to Bylaw 92 _ 2-- 5--�
Passed this - -day of 1993 A.D.
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