HomeMy WebLinkAboutOES 07-05PICKERING
REPORT TO
EXECUTIVE COMMITTEE
Report Number: OES 07-05
Date: March 2, 2005
From:
Richard Holborn, P.Eng.
Division Head, Municipal Property & Engineering
Subject:
No Parking By-law
Amendment to By-law 2359/87
File: Rosebank Road
Recommendations:
That Report OES 07-05 regarding a proposed amendment of the parking by-law
2359/87 be received; and
That the attached draft by-law be enacted to amend Schedule 'A' to by-law
2359/87 to provide for the regulating of parking, standing, and stopping on
highways or parts of highways under the jurisdiction of the Corporation of the City
of Pickering and on private and municipal property.
Executive Summary: In order to allow parking for parent's vehicles in the vicinity of
St. Elizabeth Seton Catholic School, an amending by-law is being proposed which
would allow parking on the west side of Rosebank Road between YMCA Daycare's
drop off driveway and Woodsmere Crescent.
In response to residents request, all-way stop control and pedestrian crossing studies
show that neither an all-way stop control nor a crossing guard are warranted or
recommended at Strouds Lane and Autumn Crescent intersection.
Financial Implications: There are no financial implications, as City staff can remove
the existing no stopping signs.
Background: In response to the Principal, St. Elizabeth Seton Catholic School
concerns with respect to the existing no stopping restrictions on Strouds Lane and
Rosebank Road in the vicinity of the school, staff of the Operations & Emergency
Report OES 07-05
Subject: Parking By-law Amendment
Date: March 2, 2005
Page 2
Services Department, Municipal Property & Engineering Division reviewed traffic
operations adjacent to St. Elizabeth Seton Catholic School.
The existing no stopping restrictions were initiated in March, 2002 following the
implementation of a "Kiss & Ride" zone to promote smooth, organized, and efficient
movement of vehicular traffic on and around the school property and to improve visibility
sightlines and turning radii for traffic entering and exiting the school property and "Kiss &
Ride" zone.
Since the no stopping restrictions have been implemented, St. Elizabeth Seton Catholic
School have experienced significant increase in traffic using the main drop off area on
Strouds Lane and the YMCA Daycare's drop off area on Rosebank Road. Parents with
young children who prefer to park and walk their children to the schoolyard are using
YMCA Daycare's drop off area.
Staff have completed a review and determined that the existing Daycare drop off facility
has limited capacity resulting in traffic congestion placing students at risk. Therefore,
staff recommend that the no stopping restrictions can be removed from the west side of
Rosebank Road between YMCA Daycare's drop off driveway and Woodsmere Crescent
without significantly affecting the existing traffic operations (see attached map).
However, removal of the no stopping restrictions from the north side of Strouds Lane in
front of the school is not recommended as this will not only affect the traffic operations
by limiting the visibility sightlines for traffic entering and exiting the school, but also by
reducing the efficiency of the "Kiss & Ride" program.
A community outreach letter was sent to St. Elizabeth Seton Catholic School, Altona
Forest Public School, and the two area residents fronting Rosebank Road informing
them about the proposed by-law amendment. No comments have been received from
Altona Forest Public School or the two residents. St. Elizabeth Seton Catholic School
distributed the letter to the parents and they overwhelmingly supported the removal of
the no stopping restrictions on Rosebank Road.
The Principal and Chair of School Advisory Council, St. Elizabeth Seton Catholic School
met with staff from the City of Pickering and were informed of requests from some area
residents for an all-way stop control to assist pedestrians crossing Strouds Lane at
Autumn Crescent. They were also informed of City staff investigations and denial of
these requests subsequently and they indicated no concern for staff's conclusions. The
results of these studies are as follows:
All-Way Stop Control
The perceived benefits of implementing an all-way stop control would be to improve
safety for pedestrians crossing Strouds Lane and for Autumn Crescent motorists turning
onto Strouds Lane. Secondary perceived benefits include increased inconvenience and
Report OES 07-05
Subject: Parking By-law Amendment
Date: March 2, 2005
Page 3
delay for through traffic, which in turn, may reduce this component of traffic, and a
reduction in vehicle speeds. Speed studies conducted on Strouds Lane show an
average speed of 43.5 km/h and the 85th percentile speed of 52.2 km/h, which
represents that Strouds Lane is operating well within the established speed limit of 50
km/h. The results of the study are attached.
To assess the need for an all-way stop control, the Safer Streets Traffic Management
Strategy warrants adopted by the City Council were reviewed. Following are the all-way
stop warrants as per Safer Streets Traffic Management Strategy:
I. Traffic control signals are warranted but cannot be implemented immediately.
II. Total vehicle volume on all intersection approaches exceeds 70% of 500 (350)
vehicles per hour for each of any 8 hours of the day; and
A combined vehicular volume on the side-street exceeding 70% of 200 (140) per
hour of each of the same 8 hours of the day and a delay of greater than 30
seconds; and
A volume split that does not exceed 70/30. Volumes on the major street are
vehicles only. Volumes on minor street include pedestrians and vehicles.
III.
Occurrence of three or more reportable right-angle collisions or a type correctible
through the installation of an all-way stop in a 12 month period averaged over 3
years.
IV. The minimum stopping sight distance at the intersection is less than the applicable
criteria for wet pavement as specified in the Stopping Sight Distance table.
For the all-way stop to be technically justified, any individual warrant must be fully
satisfied. It was found that, at the intersection of Strouds Lane and Autumn Crescent
intersection:
I. There are insufficient traffic and pedestrian volumes (from all approaches) through
the intersection to meet the minimum traffic volume warrant.
II. The maximum 70/30 traffic volume ratio on the major road/minor road (Strouds
Lane/Autumn Crescent) is exceeded.
III. The intersection does not have any recorded collision history.
IV. Minimum vehicular stopping sight distances (visibility) requirements are met.
Report OES 07-05
Subject: Parking By-law Amendment
Date: March 2, 2005
Page 4
Since none of the above mentioned criteria have been satisfied, this intersection does
not warrant all-way stop control.
Further, the Ontario Traffic Manual describes conditions where all-way stop control
should not be used. The conditions that are relevant to the Strouds Lane/Autumn
Crescent intersection are re-printed from the manual as follows.
Where the protection of pedestrians, school children in particular, is a prime
concern;
II. As a speed control device;
III. As a means of deterring the movement of through traffic in a residential area;
It should also be noted that, where stop signs are installed when unwarranted or as
"speed devices", there is a high incidence of intentional violation. In those locations
where vehicles do not stop, the speed reduction is effective only in the immediate
vicinity of the stop sign, and frequently speeds are actually higher between
intersections. When confronted with unwarranted restrictions, motorists will frequently
violate the conditions in place and generally develop contempt for all types of traffic
control devices. This type of behavior makes roadway crossings and traffic movements
very unsafe.
Pedestrian Crossing Guard
Staff also reviewed the pedestrian crossing guard warrants for the intersection of
Strouds Lane and Autumn Crescent. The City of Pickering uses the OTC/Ministry of
Transportation Ontario crossing guard warrants to establish eligibility. The warrants are
comprised of:
Gap Time criteria to determine if sufficient gaps in traffic exist for elementary
school children to cross the road without vehicular conflict;
II.
Child Visibility criteria to determine if field conditions present sufficient visibility for
a child to observe oncoming traffic;
III.
Driver Stopping Sight Distance criteria to determine if field conditions allow
drivers to observe pedestrians and come to a full stop.
Notwithstanding the width of Strouds Lane and the subsequent perceived crossing
difficulties, the study data obtained indicates that due to the Iow traffic volumes,
reasonable speeds and ample visibility, warrants for a crossing guard were also not
met.
3;;
Report OES 07-05
Subject: Parking By-law Amendment
Date: March 2, 2005
Page 5
Given the typical $7,000 annual cost of a school crossing guard and that the municipal
annual crossing guard budget is approximately $300,000.00, attended crossings should
be used judicially. Although, crossing guard warrants may be met at a given location,
alternate pedestrian routing and a central attended roadway crossing may alleviate the
need for additional guards. Presently, adult crossing guards are stationed at the
signalized intersection of Rosebank Road/Strouds Lane and at Rosebank
RoadNVoodsmere Crescent.
Although neither an all-way stop control nor a crossing guard are justified at the
intersection of Strouds Lane and Autumn Crescent, pedestrian advance warning signs
have been installed on Strouds Lane to promote the presence and heighten the
awareness of pedestrian traffic in the area. Also, upon completion of the Strouds Lane
(top lift asphalt) extension to Altona Road, staff will explore the use of a painted line
traffic calming scheme to help reduce sporadic vehicular speeds in the area.
Attachments:
Location Map
Speed Study Results
Draft By-Law Amendment
Report OES 07-05
Subject: Parking By-law Amendment
Date: March 2, 2005
Page 6
37
Prepared By:
Shahid Matl-'~6'bb, ~ PE, PTOE
Coordinator, Traffic Engineering
Approved / Endorsed By:
Everett Buntsma
(Acting) Chief Administrative Officer
Ric;,f~ard W. HC~::)orn, P. Eng.
,Division Head, Municipal Property & Engineering
SM:ko
Attachments
Copy: Chief Administrative Officer
City Clerk
Manager, By-law Enforcement Services
Superintendent, Municipal Operations
Recomm~~he consideration of
Picke~il
/]Thomas Ohief Administrative Officer
J.~'Quinn, ~
/,
,J
WOODSMERE
SPRINGVIEW
CRESCENT
CHARNWOOD
COURT
WOODSMERE
PARK
NOREM, OF
ZONE
STROUDS
FOXWOOD
LANE
DRIVE
ROSEBANK
RESERYO/R
FOXWOOD
ASHFIELD
AMBERLEA
PARK
RN
OPERATIONS & EMERGENCY
SERVICES DEPARTMENT
MUNICIPAL PROPERTY &
ENGINEERING DIVISION
N.T.S. DEC 13/2004
PINEVIEW LANE
TRAFFIC REPORT
PROPOSED NO STOPPING ZONE REMOVAL
SQUARE
I"'I(]KER1N(
L:\MPondE~Themotic Mopping\Mops\MP&E - Troffic\Attechmenf for Report\2004\2004 T-Report-20.dwg
Station Name:
Site ID:STROUDS
Station Num:000000000003
Description:20m east of Autumn
City:Pickering
County:
Start Date/Time:09/30/04 00:00
End DateFFime:09/30/04 23:59
30/09/2004 Lane 1 (N) I Lane 2 (S) I All Lanes
oo:oo 81 lO 18
01
:00
3! . 9
02:00 31 2 5
03:00 1! 3 4
04:00 2 7
05:00 6_~ 15 21
06:00 12 40 52
07:00 57 116 173
08:00 138 134 272
09:00 30 32 62
10:00 5~ 41 93
12:00 . 41~ 32 73
13:00 36 46 82
14:00 781 67 145
15:00 _ 751 93 168
16:00 ~ 93
216--
17:00 163! 92 255
19:00 79[ . 95 174
20:00 67/ 87 154
21:00 ~0 65 115
22:00 32! ........ 34____ 66,,
23:00
20[ 20 40
I
AM Peak Houl 08:0_0 :..~8:59 0.8:00 ~ 08.'_59 08:00- 08:59
AM Peak Vela, ~!34 ---2-~2.
PM Peak Value 163/ 100 '2~5
Total ....... 125_~~ i29i 2.~42
Percentages 49,17%I 50,83% 100.00%
Printed on 01-Oct-04 at 11:01 Daily Volume Paae 1 df 1
4,)
Station Name:
Site ID:STROUDS__
Station Num:000000000003
Description:20m east of Autumn
City:Pickering
County:
Start Date/Time:09/30/04 00:00
End Date/Time:09/30/04 23:59
30/0cJ/20DI 25KPH 30KPH 35KPH 40KPH 45KPH 50KPH 55KPH §0KPH 85KPH 70KPH 75KPH 80KPIt 85KPHIg0KPHI>90KPH A, Sp~d, ~e.nSp~aI S I T
OO;OO Lena I (N: 0 0i t3~ 1 1i 4i li 0i 1i 0! 0i 01 0I 0i 01 8 48.13t
Lane2 (S; 1[ 11 0! 1i 3L 2! 11 1! 0l 0i 0I 0i ol o! o lO -~41ol
L. ,.,e2~,.. .... L 11 ~~~ o--F-'- oi 'oL --a ~ ol 0 ' 6 40.9~ 245
' ,.,,L...; Zoi-:~EZZ~ZZ~--EZ~'~i .......... '77"' ..... .-~-""7-,;:~'; -'TZ
i o~oo L...,~,,,' -~ 6l..__~o,~~ 1! 1' o! o~ zl~o~~ ~ 0, o 3! 5o.6~
~ .,U~L .... ' ...... --oq ......... J .... ~ ........ -~, ........... ~ .............. ~i ................. ~' ............. ~ 0 61 _ 45.5,:!
i 03~oo L...1 (,: --"---_0~--"~----~7 7------~0.-- '7F---7~----~F---oT~---o oi '--_ oi 0 .,[ 47.6° i
· '-no2(S:' 71 0~ 0i -o~,',- 0 oi .... ~,-TF---~oi ol ~'- ol 0 oi 0 .'-1 4~.6~r- 142.5
~ .-:!-. ----':~---~--t ........ T-----t ...... 7'----- ,~ ...... ;--'-----:_ I .... -:?-- L i-------:'~i-'--~'l~ .... ; ----; - .~ .. / .....
All Lane~ u O, 0i 0~ 21 1 ~ 0 1 OL_' 0 u u u u~ u ,~ r ~,' ~u ~
-- i ---~-- '~ -----r----- -- ~ ' ~ ...........
o4:00 Le,e'I(N; 01 1~ '~1 o/ 0! 2i -'~'-----~I 01 0i ~ 0[ 0i 0i 0 ~[
L..e2(s: ~~::~ o, o~ 1.~ o~ 1i '--( o~ o~ o~ o, 0 ~ 57.5° 115
· .,.,Lena, 01 1! 11 0! 01 d..~ ~_ 1~, O~ .~-- 01 0i 0i 0 7! 46.07
I o~:oo ..he'll,; ol i oL 1! 1 5 ol o ol oi'--'-"-~ oJ oi ol o 6! 4i.~
Lane 2 (S; _ ............... 11 01-- ................ ~0.[ ___1_|.____ 2~L~ ...................................... ...... _5_~t .... ............................... .,.~4. ,~ ............. ~;. __0i~ ................. [ ......................... ..... 9!,__, 0il ............ ..... ,OJ~ ..................................................... ...... ~_____~ ....... .~0 _. , 15 ,__..~4.6_:.5~_[ ...................................... ..... _697.5 "'"-]
~:oo L.,e',~,; d ol ~i ~I 3! 1i ~] -~ ol ~ oL_ o 12 45.33
All L .... a].... __.2..! ..... ~ 41 17j 12L 7! 6 2~ ....... --~1.. ol ol oL o! 0 52 46.83
07:00 Lanel(NI 51 71 1t 3/ 1.5_]1, 15L 9! 11 0i____~1L ~0~ O! 0i O! OI 57! 41.18
L.,,2¢: ~_----'7 4---TF---;;E 5~!__~.~_Z-',-Ej 2] ,_L.___oL_--~,Z: ol ol ~._ 115r- 49.25 63~
Lane 2 {S: 3lT~ --%-]'--~~-T-5E 0t 1~--- OI 1~ 0l 0! 01 --2 184l 39.96 5275
AIlL .... 31 ~-T-~~ 15l 14] 3! Oi oF---- Oi ~T Oi Oi O! 62 44.27
~o:oo ,.,el(,1 3i'~. .... %T--- 9i 91 1~i 61___~j~ 1]____oj ~L___%..'?--~_.~ __ol 5~__. 42.2~ .
AI, L... 41 51 5! 13i ~ 27~ ............ ~'i ......... ~i ....... 21 ................. ~'l ............. ~ ................ ~! ............ -~i ............... -~i ...... %i ................ -~ ....... ~
11:OO Lanel(N; 3 1! 3'~ 9 2.4~_L 91 51 1 .... 0~- 0 ~ 0 Ol 0~~ 41.23
12:OO Lanel(N1 3 0 0! 31 16! 10! 6i _ 1! 21._____~j, 0J . 0~ 0{ ~ .o,.L_____~ 43.96
All Lane, 51 2i 1i 7 24 171 121 21 3[ 0l 0[ 0l 01 0 '-'~] ......... 7~- 43,46
__ 01 4! 31 2, 11i 13! 9i 3! 0l lJ 0! .O_L 0~ 0! 0 46 45.22 2080
Lane 2 (S1 ............ T ................... ~ ............ I ......... '[ ........ ~ ..... ? ...................... T- .......................... -; ........... 'F ........... -I
· ,4:oo L.ne',<,l -.-~~ ..... 10=. ~~ ..... :~.:d .................. ~i ............. ~J ............... ..0! ......... ~iE .... .~L ......... ~J ........ _-::~ ...... .0! ._ 0 .. 79 38.~i - --
Lane 2 (8] RI ell ,d I ' ] - I
8[ 9 9I 4 24, 7 4, 1 O[ 0 0 Oi 0 Oi 1 67 36.52 2410
AIl Lense ~ 1~ 19i et 56! 18, _7iL_. 5t0i 01 01 0! 0[ 0! 1 145, 3743
,5:oo ~.~.,~.~ .,_~_.._~I~~~;~ :~--':~-7,~ 0j ---~~~- o T 45.431
L,ne2~s~ ~"-;,T ......... j'-' i1:1 ..... '~! .... "~'~'~ ........... ~ ........... -~', ........... i'..r ............ [~ ............... -6T ....... '~i .................. -g ........ ~6~ ......... '¥ ......... kS'i/ ........ :&~-'7~-~ ...........
16:00 Lanel(N1' ----'~F~ ...... "
............ ~"--~ ....... .-'--7----- ' ----"---~ .................. y .............................. i ....... ' .... --
L...2<sl 5 2~ 3~ ~- 24i ~ 15~ ~ 4, o! ~ 1!- oi o o
Al, Lan. _ 7 %1 .~ "4i 5°! 7'8t 417-%GT- .... TT--'~T----~' o 9,, o 216/' 46 94
· .,e2(Sl 9~ 3' 6i .... '~i .... lOI .... '~5 ....... '~; .............. 7 ........... ~ ..... '7I .......... -j----~;i .......... ol --OT ..... $'-.---~ ..... -~G~'--%'~
All Lane~ ----'-t .... .T-~-- t -'~--- 'T-~'t-----------T------- , ..... :T------~;--- : ' I '
11~ 8 13i 14 51! 101! 31i 17 ~ 0~ 0 0 0 2 255~ 4471
18:00 Lane 1 (N) ....................... ~ 21 ? ................. 51 ~ ............... 13t '? ................ 30i i .................... 42! .r .................. 14~ ............... 5! ? .................................. 1! 01 ? ................ 011 ................. 0~ 't ............................... 0 0-' .................................................. 0 116["- 4405 :'
Lane 2 (S) .......... 41 6[~ ..... 51'~ ............. ~ 31~:'~ ..... ~ 2B ............ 141-; ........ '~ 31 ........... 1 1 .... 0i'T ........ 01~ ................. 0 0i?'---'-- 0 ....... Or-- 100J-- 4295' '~-- ............ 4295
All Lanes '~ i -- ; --I----"'~- ....... 1-----? ..... "'Y-'~ ..... ~ nl / '
~ ~ 61! 70! 28 81 2! '0~. --0 0' 0 0 0 216' 4354
,9:oo Lene',~.~ ....... ~-~'T ............ ~':i'"""~ ........... ;~;i ................. 7~ .............. ~"i ................ ~ ......... 7~ ............... ,;'~ .......... ~'F .............. ~T .......................:;JZ~ ':;; .......... :;J~]
20:oo L..e, (")1 ~ 4! ]]~ 2i 22~ ~I 5! 61 1 o~ o~ '-~i .......... '%i ...... -~ i ....~;r-~; ..... %7 ....... ";;~;~'.
Le.e 2<S}I ................ ~ .............. Z ............... Z ........... Ai ............... A~.~ ................ ~.I ................ ~ ......... :~: .............. ~i ................. ~.I ............. ..o.i ....... ~ .__ o_i _ .0_ .........0.~.... ~7 42.7~ 3722iT
AIl Lanes! 3i 111 8 10 48i _4_2] 16 11! 1! 3i 0': 0] Ol li '0-? .................. i~. ............. ~'~,~ ........ T ...............
i 2~:oo ..ne',(.)' .......... ¥ ...... ~ ............ ~-! .... '7~ ..... ;; ....... ~;~'i ......... ~;'i .............. 7 ............ '1''~, .......... ~ .............. ~;' ........ --7~ ......... ~i ............... ~;~ ....... ;:)'f .......... ~'~' ...... ~ .......
.......... ~-----'-m ......... -; ......... "t- ......... ~--------'-h ............ ~ ....... ~, ........ ~ ....... 'm ........... '
Lane 2 ($) ............. _0j ............. ~.! ............... .4...[ ................ _7.2 ........ ~i ........ .1.~ ...... !].i .... 41 .3i li 0i 0 0, 0 ~' 65 4542 29525i
22:oo Lane 1 (N) -' ~ .......................... ~ .............. ~' .......................... ~ ................. ? ................ i ............. ~ ................... i ................ ~' ............... i ......... m ...............................................
Lane 2 (s) _____,,0~ .... ~ L,____oj ..... ..3~__..~ .... 10! ...... ."7~ .... _~ ....... ~.__ __0,: ........ ~__~ 9~ o~ o! ol 321 46,41
.......... ~ ....... ~_, 31 4i 3~ 10', 51 1 1! 2j 0 li 0 o o/ 341 4529
AIILanea 1..~_ 4j..~. 3!_____7~ _. 12_~_~___ 2~ .... ~2~ ___2_j 2 2i 0 li 0 0~ O| 66] 4583
23:oo L.,.',<,,,~ .............. ~ ................. ~.L_..~i .................. .~! ............. ~i ..-~'!' ' ~:~ ........ li ....... ~ .... '7i ........ ~'--¥--%T---~,---"';ZT._--~- 45.25 .......
L,,e 2 (s) ....... P~ ....... :d ..... ~ .... ~ ........... _~ ..... ~ .... ~j_ .. ~ ..... 1~ ......... .9. ___ _oj ..... -d ....... ~___.._oj ...... ~ ' ";;~'[ ........... ;.;;:'~ ..............
Total. ...... .]011 ........ t~~ ..... _1~_9.! -~-- 2371 703i 7131 320! 130| 50! 131 3! 2 O[ li 6 25421 ~'
P .... rages 3.9~'-%? 5.27~ 5.07%oi 9.32°/oi 27.66%! 28.05%! 12.59% 5.11%i 1.97%' 0.51%1 0.12%~. 0.08%! 0.00%~ 0.04°4! 0.24"/o, 150.00%] I'
Printed on 01-Oct-04 at 11:01 Dailv Speed Pa~e 1 df 2
Station Name:
Site ID:STROUDS.__
Station Num:O00000000003
Description:20m east of Autumn
City:Pickering
County:
Start Date/Time:09/30/04 00:00
End Date/Time:09/30/04 23:59
~:' ~'ACP' 2.~ .~, REPORT# fiE.C, 0 ~
3 3 .......
Mean SpeedI Standard DeviaUonI Total VehiclesI Sample Size1% of All Lanes 15th PercentileI $0th Percentile 85th Percentile
Lane I (N', 44.14 KPH 9.66 1250 1247 49.17% 37.09 KPH I .... 45.26 KPH 52.31 KPI~ ....
Lane 2 (S', 43.04 KPH 10._21 1292 ____ 1_._289 _ 50.83% 33.37 KPH i 44.19 KPH 52.03 KPH
All Lanes 43.58 KPH 9.96 2542 2536, 100.00% 35.34 KPH [ 44.74 KPH 52.17
KPH
Printed on 01-0ct-04 at 11:01 Daily Speed Pa(]e 2 of 2
J ~'FF~ICKERING
THE CORPORATION
BY-LAW NO. /05
Being a By-law to amend By-law 2359/87
providing for the regulating of parking,
standing and stopping on highways or parts
of highways under the jurisdiction of the City
of Pickering and on private and municipal
property.
WHEREAS, By-law 2359/87, as amended, provides for the regulating of parking,
standing and stopping on highways or parts of highways under the jurisdiction of the
City of Pickering and on private and municipal property; and
WHEREAS, it is deemed expedient to amend By-law 2359/87 to modify "no stopping"
zone on west side of Rosebank Road between Strouds Lane and Woodsmere
Crescent.
NOW THEREFORE THE COUNCIL OF THE CORPORATION OF THE CITY OF PICKERiNG
HEREBY ENACTS AS FOLLOWS:
Schedule A to By-law 2359/87, as amended, is hereby further amended by
deleting the following item:
Hi.qhway Side Between/And Prohibited times
and days
Rosebank West Strouds Land and 7:30 am to 4:30 pm
Road Woodsmere Crescent Monday to Friday
Schedule A to By-law 2359/87, as amended, is hereby further amended by
adding hereto the following items:
Hiqhway Side Between / And Prohibited times
and days.
Rosebank West Strouds Land and 7:30 am to 4:30 pm
Road 116.5 meters north Monday to Friday
thereof.
This By-law shall come into force on the date that it is approved by the Council of
The City of Pickering and when signs to the effect are erected.
BY-LAW read a first, second and third time and finally passed this th day of
2005.
Dave Ryan, Mayor
Bruce Taylor, City Clerk