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The Corporation of the
Township of Otonabee-South Monaghan
Maintenance Standards
Level of Service Policy
Updated & Adopted: 2019
Level of Service / Winter Operations Policy
Page 2
Table of Contents
INDEX
PAGE
Roadway Service Standards
5
Glossary of Terms
6 - 14
Highway Maintenance Priority Classification
15
Section 1.0
Road Surface
16
Table 1.1.1
Potholes - Paved Surface of Roadway
16
Table 1.1.2
Potholes - Non Paved Surface of Roadway 17
Table 1.1.3
Potholes - Paved or Non Paved Surface
Of Shoulder
17
Item 1.2
Cracks
17
Table 1.2.1
Cracks
17
Item 1.3
Roadway Surface Discontinuities
17
Table 1.3.1
Surface Discontinuities
18
Item 1.4
Sidewalk Surface Discontinuities
18
Item 1.5
Encroachments, area adjacent to sidewalk
18
Item 1.6
Shoulder Drop-Off
19
Table 1.6.1
Shoulder Drop-Off
19
Item 1.7
Flooding
20
Table 1.7
Flooding
20
Item 1.8
Road Debris
20
Table 1.8.1
Litter and Other Roadside Debris
21
Item 1.9
Dust
21
Table 1.9.1
Dust
22
Item 1.10
Routine Patrolling
22
Table 1.10.1 Routine Patrolling
22
Item 1.11
Weather Monitoring
23
Section 2.0
Roadsides
23
Item 2.1
Clearances
23
Table 2.1.1
Clearances
23
Item 2.2
Luminaires
24
Table 2.2.1
Luminaires
24
Item 2.3
Signs
25 - 27
Table 2.3.1
Regulatory and Warning Signs
26
Level of Service / Winter Operations Policy
Page 3
Table of Contents
INDEX
PAGE
Section 2.0
Roadsides continued ....
Item 2.4
Other Signs
27
Table 2.4.1
Other Signs
27
Item 2.5
Traffic Control Signal System
28
Item 2.6
Other Safety Devices
28
Table 2.6.1
Other Safety Devices
28
Item 2.7
Trees
28
Table 2.7.1
Trees
28
Section 3.0
Bridges
29
Item 3.1
Bridge Deck Spalls
29
Table 3.1.1 Bridge Deck Spalls
29
Section 4.0
Winter Control Policy
30
Item 4.0
Statement
30
Item 4.1
Purpose
30
Item 4.2
Application
30
Item 4.3
Glossary of Terms
31 - 32
Item 4.4
Policy, Procedure & Implementation
32
Item 4.4.1
Winter Response
32 - 33
Item 4.4.2
Weather Monitoring
34
Item 4.5
Snow Clearing Level of Service
34
4.5.1 Snow Accumulation - Roadways
34
Item 4.6
Surface Condition
4.6.1 Surface Condition
35
Table 4.6.1(a) Snow Accumulation - Roadway 35
Item 4.7
Significant Weather Event
4.7.1 Significant Weather Event - Declaration
35
4.7.2 Snow Accumulation on Roadways
- Significant Weather Event
36
4.7.3 Snow Accumulation - Bicycle Lanes
36
Table 4.7.3(a) Snow Accumulation - B.L
36
Level of Service / Winter Operations Policy
Page 4
Table of Contents
INDEX
PAGE
4.7.4 Snow Accumulation on Bicycle Lane,
Significant Weather Event
37
4.7.5 Sanding & Salting
38
4.7.6 Ice Formation on Roadways & Icy Roadways
38
Table 4.7.6(a) Ice Formation Prevention
39
Table 4.7.6(b) Treatment of Icy Roadways
39
4.7.7 Icy Roadways - Significant Weather Event
40
4.7.8 Winging Back of Snow Banks
41
Table 4.7.8(a)Snow Bank Winging
41
4.7.9 Winter Patrolling Level of Service
42
Table 4.7.9(a) Routine Patrolling
42
Response Level of Service
42
4.7.10 Winter Patrolling Level of Service
42
- Storm Conditions
42
Table 4.7.10(a) Winter Patrolling:
Storm Conditions Standards
43
4.7.11 During Storm
43
Table 4.7.11(a) Winter Patrolling During
A Storm Event
43
Level of Service / Winter Operations Policy
Page 5
Roadway Service Standards
Policy Statement and Rationale:
This policy sets out the standards of maintenance and repair for highways under
municipal jurisdiction for the purpose of clause 44(3) (c) of the Municipal Act, S.O., 2001,
c.25. The minimum standards of repair set out herein are applicable only in respect of
motor vehicles using the highways with the exception of the standard for sidewalks which
is applicable only in respect to pedestrian use.
It is the objective of the Township Public Works Department to conduct its operational
activities in an efficient and effective way, so as to provide year round, safe driving
conditions on all highways under its control and jurisdiction. Operations will be consistent
with the needs of a low traffic rural road system.
This document is based on the criteria for Maintenance Standards as developed by the
Province of Ontario Regulation 239/02 as amended under the Municipal Act to provide
municipalities with a legal defence against liability from actions arising with regard to
levels of care on roads and bridges. Using the chart provided by the Province to
determine Highway class based on speed limit and average annual daily traffic (ADT)
counts, all roads within the municipality are determined to be either class 5 or class 6
roads. The maintenance standards for class 5 roads have been adopted from O.Reg.
239/02 as amended by O'Reg. 336/18. Since O.Reg 239/02 & O'Reg. 366/18 does not
specify standards for class 6 roads, this document will set a level of service for roads that
will "meet" the maintenance standards as set by the province for that class of road.
These guidelines are used to provide guidance for our Public Works Department,
however, depending on work load and other unknown circumstances, maintenance
activities may in some instances occur sooner than the minimum times detailed below
and do not change the normal minimum standard.
For the purposes of this Regulation, a municipality is deemed to be aware of a fact if, in
the absence of actual knowledge of the fact, circumstances are such that the municipality
out to have reasonably to be aware of the fact.
The Municipality will review the service levels during the term of Council with a view to
responding to system growth, user expectations and fiscal constraints.
Level of Service / Winter Operations Policy
Page 6
Scope:
This policy shall apply to all roads assumed and maintained as public roads by the
Township of Otonabee-South Monaghan. Notwithstanding the foregoing, neither the
Corporation of the Township of Otonabee-South Monaghan nor its officials or employees
make any promise, assurance or guarantee that the services provided by the Public
Works Department will be in excess of the standard, as required by regulation and
detailed herein.
Inherent within the standard is the expectation that drivers will act responsibly and will
operate their vehicles, at all times, reasonably with due regard for the prevailing weather
and roadway conditions.
Glossary of Terms
ADT - Average l Daily Traffic is, the volume of vehicles counted over a given time period
- greater than one day but less than one year - divided by the number of days in that
time period.
Ambient Conditions - are conditions that are commonly found in a stabilized
environment. Normally in ambient conditions there are no negative effects actively
reducing the existing conditions i.e. Storm, excess traffic or construction effects are not
in evidence. See storm conditions.
Aspects - in the context of these standards refers to specific elements of roadway
service, which are defined by these standards.
Bare - conditions refer to winter road conditions where all travelled lanes are effectively
clear of snow build-up or general ice conditions that might impair the safe travel on the
road below the travel speed under the ambient conditions.
Bicycle Facility - means the on-road and in-boulevard cycling facilities listed in Book 18
of the Ontario Traffic Manual
Bicycle Lane - means
(a) a portion of a roadway that has been designated by pavement or signage for the
preferential or exclusive use of cyclists, or
(b) a portion of a roadway that has been designated for the exclusive use of cyclists by
signage and physical or marked buffer
Bridge Deck Spall - means a cavity left by one or more fragments detaching from the
paved surface of the roadway or shoulder or the bridge.
Centre Bare - conditions refer to winter road conditions where one wheel track of each
of the travelled lanes is substantially clear of snow and ice conditions allowing the user to
negotiate safer travel than if snow packed or general ice conditions prevail.
Level of Service / Winter Operations Policy
Page 7
Cm - means centimeters
Conditions - defines the state in which the subject matter is found. The level of service
indicates the condition being measured.
Continuous Lighting - describes illumination in place to generally improve driver
visibility while travelling the road at night.
Conventional illumination - means lighting, other than high mast illumination, where
there are one or more luminaires per pole
Class - in the context of these levels of service refers to the criteria for classifying
roadways developed in the preamble to the standards.
Clearance - is the zone measured horizontally and vertically from the centre line of the
road in which no obstructions should be permitted except those that improve the safety
of the roadway user. Exceptions may be defined in the standards. See encroachments
Cycle - is that time interval between inspections conducted for a specific purpose.
Consideration can still be made for inspection cycle time adjustments at the discretion of
the supervisor for mitigating circumstances, which are of an uncommon, or unpredictable,
nature.
Day - means 24-hour period
Earth - refers to a road surface composed of native or naturally occurring selected soils
that act as the surface and primary bearing layer of the road.
Effect - is the acting of an external influence on the condition of any aspect of the
roadway.
Emergency Lag Time - applies to restoring primary traffic control devices to functional
adequacy.
Encroachment - Means anything that is placed, installed, constructed or planted within
the highway that was not placed, installed, constructed or planted by the municipality
Hardtop roads - refers to a road surface, which is relatively hard in nature, by treatment
with either a bonding agent or cement, which effectively prevents reshaping by
conventional motor or grader.
Highway - means a common and public highway and includes any bridge, trestle or other
structure forming part of the highway, any part of which is intended for or used by the
public for the passage of vehicles and pedestrians and includes the areas between the
lateral property lines thereof.
Level of Service / Winter Operations Policy
Page 8
High Mast Illumination - means lighting where there are three or more luminaires per
pole and the height of the pole exceeds 20 metres
Horizontal Clearance - is an obstruction free zone measured from the centre line of a
road
Ice - means all kinds of ice, however formed
Improved - refers to the condition being better than it was before, from the perspective
of a typical user, all other effects being equal.
Inspection - is the activity performed by a person authorized and directed by the roadway
authority to investigate and report on the relevant conditions of the roadway.
Qualifications for inspector shall be determined by the roadway authority, and are relevant
to the nature of the inspection performed. General inspection has regard for road surface
and roadside standards. Winter inspection has regard for winter road surface standards.
Lag Time - means the period of time when any aspect of a roadway may be in a
substandard condition. It is typically measured from when the condition is identified. In
the case of continuing effects (eg. Storm) causing the condition, the lag time is measured
from the end of that effect happening. Typically it is the time in which the Department
may deliver operational responses to improve the condition if necessary. Unless
otherwise specifically qualified in the standard, the condition or effect is deemed to have
been identified at time of inspection or when notice was given.
Lane - is that portion of the road designated for a single file of vehicles to travel over, in
one direction. For roads where two-way traffic is permitted, the lane width is half the
road width unless otherwise delineated by pavement marking.
Localized - conditions, for the purpose of these levels of service that occur on short
lengths of roadway specifically on bridges, intersections, curves and hills.
Loosetop - refers to a road surface that is of a granular manufactured product, which
can reasonably be shaped by a motor grader, and includes road surfaces under
reconstruction.
L.O.S. - means Level of Service Policy as approved by Council.
Luminaire - means a complete lighting unit consisting of: a lamp, and parts designed
to distribute the light, to position or protect the lamp and to connect the lamp to the
power supply, O. Reg. 239/02, s.10(7)
Maintenance Class - means a class 1, 2, 3, 4, 5 or 6 road designated as such by
posted speed and traffic volume in accordance with O.Reg. 239/02 or O.Reg 612/06 as
amended from time to time
Level of Service / Winter Operations Policy
Page 9
Motor vehicle - has the same meaning as in subsection (1) of the Highway Traffic Act,
except that it does not include a motor assisted bicycle
M.S. - means Ontario Regulation 239/02 Maintenance Standards for Municipal
Highways.
Notice - of an effect or condition is considered given when received by an appropriate
supervisor of the road authority.
Non-Paved Surface - means a surface that is not paved.
Ontario Traffic Manual - means the Ontario Traffic Manual published by the Ministry of
Transportation, as amended from time to time
Operations - those activities a Public Works Department performs to improve a
condition or sustain a roadway standard. Operations are normally defined by guidelines
(not policy) with discretion of the supervisor to choose various methods to achieve
results cost - effectively
Patroller - a person who is either a dedicated winter patroller or a person whose duties
include winter patrolling
Patrolling Representative Roads - the field observation and recording of road and
weather conditions on select roads within a municipal jurisdiction to determine if a winter
event response is required to a winter event. Patrolling may or may not be
supplemented by electronic surveillance.
Paved Surface - a surface with a wearing layer or layers of asphalt, concrete or
asphalt emulsion
Policies - decisions of a formal nature made by a road authority to enable, qualify and
govern the mission of that authority. Policies are normally qualified as to scope and
application. A policy should only be exempted or altered by the body that created it.
Municipal policy is best established in the form of a by-law. Policy should not be
confused with operational procedures or qualify standards. (see operations).
Pothole - a hole in the surface of a roadway caused by any means, including wear or
subsidence of the road surface or subsurface
Primary Safety Devices - have regard for the safety and traffic regulation of the
roadway. They address matters referred to in the Highway Traffic Act, including traffic
signals, flashers and regulatory signs.
Regulatory Signs - those signs that are so referred to in the Ontario Manual of
Uniform Traffic Control Devices.
Level of Service / Winter Operations Policy
Page 10
Regulatory Sign - those signs that are so referred to in the Ontario Manual of Uniform
Traffic Control Devices.
Repair Lag Time - applies to primary safety devices, traffic control devices and vehicle
attenuation devices which, due to damage, are not providing the protection for which
they were installed. Repair re-instates the existing system to functional service.
Installation of temporary devices is deemed to constitute repair.
Response - describes that action taken by the roadway authority upon receipt of notice
of an effect or condition. Monitoring an effect or condition may constitute a response. A
reasonable response takes into account the relevant level of service.
Restoration Lag Time - refers to time to restore primary safety devices, traffic control
devices and vehicle attenuation devices where they have deteriorated below original
effectiveness or have ceased to be in compliance with current standards.
Right of Way (R.O.W.) - describes the corridor of land reserved for roadway within the
jurisdiction of the roadway authority. Certain rights of way infer a right of passage to the
public. However, in the context of these standards, only rights of way with assumed
public roadways are considered. Rights of way solely for non-vehicular traffic are not
addressed in these standards (eg. Pedestrian, equestrian, bicycle).
Road - refers specifically to the travelled road surface on a road assumed by a
roadway authority, but not including on-street parking or stopping zones.
Roadside - refers to all the elements or conditions that make up the roadway within the
jurisdiction of the roadway authority, except for the road surface itself.
Roadway - has the same meaning as in subsection 1 (1) of the Highway Traffic Act
Roadway Authority - indicates the public agency accountable for the status and
condition of the roadway. This refers to the Corporation of the Municipality and its
designated officials and agents.
Road Conditions - means the condition of the pavement surface during and after a
winter event:
- Bare and Dry - most of the road surface is dry
- Bare and Wet - most of the road surface is moist
- Partially Snow Covered - two wheels of the passenger vehicle are on bare
surface and the other wheels are likely to be on loose snow
- Partially Snow Packed - two wheels of the passenger vehicle are on bare
surface and the other wheels are likely to be on snow bonded to the road
- Partially Ice Covered - two wheels of the passenger vehicle are on bare surface
and the other wheels are likely to be on ice.
- Snow Covered - all wheels of a passenger vehicle are on loose snow
Level of Service / Winter Operations Policy
Page 11
- Snow Packed - all wheels of a passenger vehicle are on snow bonded to the
road
- Ice Covered - all wheels of a passenger vehicle are on ice
Rural Road System - typically means roads in a rural environment where development
is sparse or where development is less than 50% of the frontage including developed
areas extending less than 300m of one side of the road or 200m on both sides and no
curb and gutter.
Safety - a general term identifying the concept of mitigating bodily injury or death of
persons, or direct damage (beyond wear and tear) to vehicles or contents. The obligation
to safety in the context of levels of service requires that the user operates in a safe manner
giving consideration to the relevant effects and conditions, the vehicle is in good condition,
satisfies any load restrictions, and contents are properly secured.
Safety Devices - a general term referring to all improvements that have traffic safety as
their primary objective, including primary safety devices, traffic control devices and
vehicle attenuation devices.
Section - refers to a portion of roadway with a distinct classification, and homogeneous
character. A roadway section is commonly used for construction costing, inventory
control in Maintenance Management Systems, Road Needs Studies, Pavement
Management Studies and Priority Planning and Budgeting.
Seasonal - refers to the limited time of the year where certain roadway service standards
apply to the subject roadway. (eg. Summer roads, ice roads). In the context of these
standards seasonal roads are classified as those not receiving winter services, unless
otherwise defined.
Service - can be defined in two contexts, in the larger context any government activity is
a service. A roadway network is a service, as is a library, potable water supply, etc. When
used in the context of these standards, "service" refers more specifically to aspects of a
roadway and their condition. Services are seen from the perspective of the user.
Service Levels Matrix - the chart in the standard that specifically defines the services
levels according to class of roadway.
Service Levels - a range of values that quantify a particular service standard, by one or
more parameters, across a range of roadway classifications. Service levels typically
reflect a standard maintenance.
Shoulder - means the portion of a highway that provides lateral support to the roadway
and that may accommodate stopped motor vehicles and emergency use
Shoulder Width - means the vertical differential, where the paved surface of the roadway
is higher than the surface of the shoulder, between the paved surface of the roadway and
the paved or non-paved surface of the shoulder.
Level of Service / Winter Operations Policy
Page 12
Sidewalk - the part of the highway specifically set aside or commonly understood to be
for pedestrian use, typically consisting of a paved surface but does not include
crosswalks, medians, boulevards, shoulders or any part of the sidewalk where cleared
snow has been deposited.
Significant Weather Event - an approaching or occurring weather hazard with the
potential to pose a significant danger to users of the highways within a municipality
Snow Accumulation - the natural accumulation of any of the following that, alone or
together, covers more than half a lane width of a roadway: 1. Newly fallen snow; 2. Wind-
blown snow; 3. Slush
Snowpacked - conditions refer to winter road conditions where the traveled surface of
the road is covered with a build up of snow and/or ice and allows the user to manage safe
travel.
Speed - refers to the average speed at which an average automobile can safely travel
on a road of reasonable length, without the effects of traffic. This does not refer to design
speed or legal speed unless specifically qualified. Posted speed is either legal or
advisory.
Standards - quantified statements, defining the nature of a product or activity. Usually
such standards are desirable, and in this context refer specifically to the roadway service
standards adopted as policy, by a roadway authority.
Storm - conditions or effects are when natural or external effects are acting upon the
roadway to reduce the condition as defined by one or more level of services. It does not
refer to weather conditions that do not impact on the infrastructure. Storm conditions
could include wind, rising and moving water, precipitation, cold temperatures (below -
15C), snowfall, freezing rain, hail, blowing snow, etc.
Substandard - refers to a condition that is outside the defined level of service. Normally
a substandard condition requires a response, unless otherwise considered in the level of
service.
Substantial Probability - a significant likelihood considerably in excess of 51 per cent
Supervisor - refers to the Manager of Public Works or designate who is accountable for
the deployment of operations that impact on the condition of roadway services.
Surface - the top of a roadway or shoulder.
Surface Discontinuity - a vertical discontinuity creating a step formation at joints or
cracks in the paved surface of the roadway, including bridge deck joints, expansion joints
and approach slabs to a bridge
Level of Service / Winter Operations Policy
Page 13
Susceptible Area - a road section where a steep hill, sharp curve or other areas prone
to drifting snow and/or slippery conditions (i.e. structures). A steep hill is a hill where the
percent longitudinal grade is greater than the design criteria. A sharp curve is a curve
with a speed advisory ≥20km/hr less than posted speed.
System - refers to a collection of roadways, typically of various classifications, owned by
a single road authority.
Traffic Control Devices - have regard for the advising and routing of traffic including
non-regulatory signs, pavement markings, and hazard markers.
Urban Road System - roads in an urban environment where curb and gutter or curb
exists on both sides of the road with or served by storm sewers or where curb and gutter
or curb exists on one side of the road with or served by storm sewers or for subdivisions
where the majority of lot frontages are less than 30m.
User - refers to any person traveling on or over the roadway, including vehicle operators,
passengers and pedestrians.
Utility - includes any air, gas, water, electricity, cable, fiber-optic, telecommunications or
traffic control system or subsystem, fire hydrants, sanitary sewers, storm sewers, property
bars and survey monuments.
Utility Appurtenances - includes maintenance holes and hole covers, water shut-off
covers and boxes, valves, fittings, vaults, braces, pipes, pedestals and any other
structures or items that form part of or are in an accessory part of any utility
Value Added Meteorological Service (VAMS) - a weather service that provides a site
specific forecast tailored to an agency's needs that includes but is not limited to:
atmospheric temperature, relative humidity and/or dew point, wind speed and direction,
and precipitation.
Vehicle Attenuation Devices - guide and attenuation errant vehicles and their
occupants to reduce damage and personal injury (eg. Barriers, guiderail, inertia barriers).
Vertical Clearance - an obstruction free zone measured from any point on the surface
of the road and above the projection of the horizontal clearance width.
Warning Sign - has the same meaning as in the Manual of Uniform Traffic Control
Devices published in 1985 by the Ministry of Transportation.
Weather - air temperature, wind and precipitation
Weather Hazard - the weather hazards determined by Environment Canada as meeting
the criteria for the issuance of an alert under its Public Weather Alerting Program. O'Reg
239/02 s.1(1); O'Reg 23/10, s. 1 (1); O'Reg. 47/13, s. 1: O'Reg. 366/18 s. 1 (1,2)
Level of Service / Winter Operations Policy
Page 14
Winter - that season when cold weather effects on road conditions can be reasonably
expected. The road authority can specifically define this season.
Winter Event - a weather condition affecting roads such as snowfall, wind-blown snow,
sleet, freezing rain, frost or ice, to which a winter event response is required.
Winter Event Response - a series of winter control activities performed in response to
a winter event.
Winter Patrol - the field observation of weather and road conditions
Winter Season - the season when the municipality normally performs winter highway
maintenance as identified in a Winter Operations Plan.
Zone Lighting - describes illumination strategically located at intersections and areas of
increased traffic congestion as determined by the road authority. (eg. Crosswalks, major
entrances, "blind" corners).
Level of Service / Winter Operations Policy
Page 15
Classification of Highways
O.Reg. 366/18, s. 1 (5)
Average Daily Traffic
(number of motor
vehicles)
91-
100
km/hr
81-90
km/hr
71-80
km/hr
61-
70
km/hr
51-60
km/hr
41-
50
km/hr
1-40
km/hr
53,000 or more
1
1
1
1
1
1
1
23,000 - 52,999
1
1
1
2
2
2
2
15,000 - 22,999
1
1
2
2
2
3
3
12,000 - 14,999
1
1
2
2
2
3
3
10,000 - 11,999
1
1
2
2
3
3
3
8,000 - 9,999
1
1
2
3
3
3
3
6,000 - 7,999
1
2
2
3
3
4
4
5,000 - 5,999
1
2
2
3
3
4
4
4,000 - 4,999
1
2
3
3
3
4
4
3,000 - 3,999
1
2
3
3
3
4
4
2,000 - 2,999
1
2
3
3
4
5
5
1,000 - 1,999
1
3
3
3
4
5
5
500 - 999
1
3
4
4
4
5
5
200 - 499
1
3
4
4
5
5
6
50 - 199
1
3
4
5
5
6
5
0 - 49
1
3
6
6
6
6
6
Classification of Highways - For the purposes of this policy, every Highway or part of a Highway
under the jurisdiction of a municipality in Ontario is classified in Table 1 as a Class 1, Class 2, Class
3, Class 4, Class 5 or Class 6 highway, based on the applicable speed limit and the average daily
traffic count.
For the purpose of determining the Class of highway, the average annual daily traffic on a highway or
part of a highway under municipal jurisdiction shall be determined in accordance with the regulations
as set out in the glossary of terms.
Level of Service / Winter Operations Policy
Page 16
1.0
ROAD SURFACE
1.1
The service standards included in section 1 cover those activities required to
maintain the surface of paved (hardtop) and non-paved (loosetop) roads over
an entire year. For hardtop roads, these activities include but are not limited to:
frost heave, base and utility cut repairs and; hot and cold mix patching. For
loosetop, the activities covered by the standard include grading and dust control.
Table 1.1.1 Potholes - Paved Surface of Roadway
Class
Surface
Area
Depth
Time
4
1000 cm²
8 cm
14 days
5
1000 cm²
8 cm
30 days
6
NO
STANDARD
Table 1.1.2 Potholes - Non-Paved Surface of Roadway
Class
Surface
Area
Depth
Time
4
1500 cm²
10 cm
14 days
5
1500 cm²
12 cm
30 days
6
NO
STANDARD
O.Reg 239/02, s.6, Table 1
O.Reg 239/02, s.6, Table 2
Level of Service / Winter Operations Policy
Page 17
Table 1.1.3 Potholes - Paved or Non-Paved Surface of Shoulder
Class
Surface
Area
Depth
Time
4
1500 cm²
10 cm
30 days
5
1500 cm²
12 cm
60 days
6
NO
STANDARD
O.Reg 239/02, s.6, Table 3
A pothole is deemed to be in a state of repair if its surface area or depth is less than or
equal to that set out in 1.1.1, 1.1.2 and 1.1.3 as appropriate
1.2 Cracks
Table 1.2.1 Cracks
Class
Time
4
180 days
5
180 days
6
NO STANDARD
O.Reg 366/18, s.10(1)
If a crack in the paved surface of a roadway is greater, than 5 cm wide and 5 cm deep for
a continuous distance of three metres or more, the standard is to repair the crack within
the time set out in the Table to this section after becoming aware of the fact. O Reg.
366/18 s. 10(1).
A crack shall be deemed to be in a state of repair if its width and depth is less than or
equal to the 5 cm. O. Reg. 366/18, s. 10 (1)
1.3 Roadway Surface Discontinuities
A surface discontinuity means a vertical discontinuity creating a step formation at joints
or cracks in the paved surface of the roadway, including bridge deck joints, expansion
joints and approach slabs to a bridge.
The standard is to repair a surface discontinuity, except on bridges, that exceeds the
height set out in table 1.3.1, within the time frame. After becoming aware of the fact, set
out in table 1.3.1.
Level of Service / Winter Operations Policy
Page 18
Surface discontinuity on bridges (deck joints, expansion joints, approach slabs to bridge,
cracks in bridge decks) in excess of 5cm requires the deployment of resources as soon
as practicable to repair.
A surface discontinuity shall be deemed to be repaired if its height is less than or equal
to that set out in table 1.3.1.
Table 1.3.1 Surface Discontinuities
CLASS
HEIGHT
RESPONSE TIME
1
5 cm
2 days
2
5 cm
2 days
3
5 cm
7 days
4
5 cm
21 days
5
5 cm
21 days
6
No Standard
(O.Reg. 239/02, s. 16)
1.4
Sidewalk Surface Discontinuities
Surface discontinuity means a vertical discontinuity creating a step formation at joints or
cracks in the surface of the sidewalk.
Sidewalks will be inspected once per calendar year with each inspection not taking place
not more than 16 months from the previous inspection. (O.Reg 23/10, s. 10; O.Reg. 47/13 s. 16(1);
O.Reg. 366/18, s. 13)
1.5 Encroachments, area adjacent to sidewalk
(1) The standard for the frequency of inspecting an area adjacent to a sidewalk to check
for encroachments is once per calendar year, with each inspection taking place not more
than 16 months from the previous inspection.
(2) The area adjacent to a sidewalk that has been inspected in accordance with
subsection (1) is deemed to be in a state of repair in respect of any encroachment present
(3) For greater certainty, the area adjacent to a sidewalk begins at the outer edges of a
sidewalk and ends at the lesser of the limit of the highway, the back edge of a curb if there
is a curb and a maximum of 45 cm
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(4) The area adjacent to a sidewalk is deemed to be in a state of repair in respect of any
encroachment present unless the encroachment is determined by the municipality to be
highly unusual given its character and location or to constitute a significant hazard to
pedestrians.
(5) If a municipality determines that an encroachment is highly unusual given its character
and location or constitutes a significant hazard to pedestrians, the standard is to treat the
encroachment within 28 days after making such a determination and the encroachment
is deemed in a state of repair for 28 days from the time of the determination by the
municipality.
(6) For the purpose of subsection (4) treating an encroachment means taking reasonable
measures to protect users, including making permanent or temporary repairs, alerting
users attention to the encroachment or preventing access to the area of the
encroachment.
1.6
Shoulder Drop-Off
If a shoulder drop-off is deeper, is deeper than 8 cm, for a continuous distance of 20
metres or more, the standard is to repair the shoulder drop-off within the time set out in
Table 1.6.1 to this section after becoming aware of the fact. O'Reg. 336/18 s. 9
A shoulder drop-off shall be deemed to be repaired if its depth is less than 8 cm. O.Reg.
366/18, s. 9 (1)
In this section "shoulder drop off" means the vertical differential, where the paved surface
of the roadway is higher than the surface of the shoulder, between the paved surface or
the roadway and the paved or non-paved surface of the shoulder. O.Reg 239/02, s. 7(3)
Table 1.6.1 Shoulder Drop-Off
Class
Time
Class 4
14 days
Class 5
30 days
Class 6
No Standard
O.Reg 366/18, c. 9(2)
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1.7
Flooding
A flood condition exists where water, either flowing or standing, covers more than half of
a lane width. The minimum standard where flooding exceeds the maximum depth is to
post a warning that the flooding condition exists. This warning should be posted on class
3, 4, 5 & 6 within 12 hours of becoming aware that the condition exists.
The flooding standard is deemed to be met if a warning is posted when the depth of
flooding exceeds the maximum shown in 1.7.1.
If the occurrence of flooding exceeds the maximum frequency an investigation should
occur to determine the improvements required to achieve the desired frequency.
Table 1.7.1 Flooding
Class
Maximum
Depth
Maximum
Frequency
4
10 cm
1 year
5
15 cm
6 months
6
20 cm
1 month
1.8 Road Debris
If there is debris on the roadway, the standard is to deploy resources, as soon as
practicable after becoming aware of the fact, to remove the debris. O.Reg. 239/02 s.9(1);
O'Reg. 366/18, s. 11
Debris means any material (except snow, slush or ice) or object on a roadway that is not
an integral part of the roadway or has not been intentionally placed on the roadway by
the municipality, and that is reasonably likely to cause damage to a motor vehicle or injure
a person in a motor vehicle. O.Reg. 239/02, s. 9(2); O'Reg. 47/13, s.9
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1.8.1 Litter and Other Roadside Debris
URBAN
RURAL
Class
Accumulation
Maximum
Lag Time
Accumulation
Maximum
Lag Time
4
2
6 months
3
1 year
5
2
6 months
3
1 year
6
2
6 months
3
1 year
Ratings for street litter are based on observations from the centre of the street to the edge
of the right of way.
1.
street completely clean
2.
street largely clean, a few places of litter observed but only in the form of
isolated discarded items, i.e. less than or equal to the volume of a large grocery
bag on an urban block or kilometer of rural road section.
3.
litter lightly scattered along all or most of the street, or one heavy pile, but not
considered large enough to indicate dumping i.e. a volume no greater than a
standard garbage can be on an urban block or kilometer of rural road section.
The standard is to remove litter and other debris on a roadside when the accumulation
exceeds the rating for rural and urban accumulation within the maximum lag time.
1.9
Dust
Where dust caused by traffic on a loosetop road surface impacts on reasonable vehicle
safety, relative to the ambient condition of the road, that condition should not occur for
more than the maximum lag time per year.
This standard is not applicable where the condition occurs over a distance of less than
100m. This standard does not apply to shoulders.
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Table 1.9.1 Dust
CLASS
MAXIMUM LAG TIME
4
2 months
5
6 months
6
N/A
1.10 Routine Patrolling
The standard for the frequency of routine patrolling of highways is set out in Table 1.10.1.
If it is determined by the municipality that the weather monitoring referred to in section
1.11 indicates that there is a substantial probability of snow accumulation on roadways,
ice formation on roadways or icy roadways, the standard for patrolling highways is, in
addition to that set out above to patrol highways that the municipality selects as
representative of its highways, at intervals deemed necessary by the municipality, to
check for such conditions. O'Reg. 47/13, s. 2; O. Reg. 366/18, s. 3(2).
Patrolling a highway consists of observing the highway, either by driving on or by
electronically monitoring the highway, and may be performed by persons responsible for
patrolling highways or by persons responsible for or performing highway maintenance
activities. O.Reg. 23/10, s. 3(1); O.Reg. 366/18, s. 3(3).
Table 1.10.1 Routine Patrolling
Class
Patrolling Frequency
4
Once every 14 days
5
Once every 30 days
6
No Standard
The standard for the frequency of routine patrolling of highways is set out in Table 1.10.1.
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1.11 Weather Monitoring
From October 1 to April 30, the standard is to monitor the weather, both current and
forecast to occur in the next 24 hours, once every shift or three times per calendar day,
whichever is more frequent, at intervals determined by the Municipality. (See also Winter
Control Policy). O.Reg. 47/13, s.3; O.Reg. 366/18, s. 4
From May 1 to September 30, the standard is to monitor the weather, both current and
forecast to occur in the next 24 hours, once per calendar day. O.Reg. 47/13, s.
Weather monitoring shall be recorded and maintained by the Director of Public Works or
designate.
2.0 ROADSIDES
The service standards of section 2 look beyond the surface of the roadway to those
activities carried out on the roadside. They include services for vegetation management,
street light maintenance, traffic control device maintenance and trees.
2.1 Clearances
Table 2.1.1 Clearances
Vertical
Horizontal
Class
Overhanging
Minimum
Grass/brush
encroachment
Minimum
4
4.5 m
0.5 m
5 m
5
4.5 m
0.5 m
5 m
6
4.5 m
0.5 m
5 m
Clearances are measured vertically from the crown of the road and horizontally from the
centerline of the road.
Vertical and horizontal clearances recognize setback of obstacles that may cause
damage when struck or may impair the visibility of motorists traveling on a road.
Obstacles, which may impair visibility, may be localized and include; rock outcrops, earth
embankments, guy cables, utility posts, bridge abutments, hydrants, trees and so forth.
For the purpose of this standard: safety devices placed by the municipality, and all signing
placed by the municipality (regulatory, warning, street name) are not to be considered as
encroachments.
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The maximum lag time to remove an encroachment into the clearance zone is two years.
This would apply to the following:
1.
for structures on replacement
2.
for utilities upon replacement
3.
for temporary conditions such as overhanging
2.2
Luminaires
This standard for the frequency of inspecting all luminaires to check to see that they
are functioning is once per calendar year, with each inspection taking place not more than
16 months from the previous inspection. O.Reg. 366/18, s. 12.
For conventional illumination, if three or more consecutive luminaires on a highway are
not functioning, the standard is to repair the luminaires within the time set our in Table
2.2.1 to this section after becoming aware of the fact. O.Reg. 366/18, s.12
For conventional and high mast illumination, If 30 percent or more of the luminaires on
any kilometer of highway are not functioning the standard is to repair the luminaires within
the time, set out in Table 2.2.1 to this section after becoming aware of the fact. O.Reg.
366/18, s. 12
For conventional illumination and high mast illumination, if more than 50 per cent of the
luminaires on any kilometer of a Class 1 highway with a speed limit of 90 kilometres per
hour or more are not functioning, the standard is to deploy resources as soon as
practicable after becoming aware of the fact to repair the luminaires. O.Reg. 366/18, s.
12.
Luminaires are deemed to be in a state of repair:
- If the number of non-functioning consecutive luminaires on the same side of a
highway does not exceed two;
- If more than 70 percent of luminaires on any kilometer of highway are functioning
- If more one or more of the luminaires on consecutive poles on the same side of a
highway are functioning
- If more than 50 percent of luminaires on any kilometer of highway are functioning
2.2.1 Luminaires
(O.Reg 239/02, s. 10)
Hwy
Class
Time
4
14 days
5
14 days
6
No Standard
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2.3 Signs
The standard for frequency of inspecting signs of a type listed in subsection 2.3(b) to
check to see that they meet the retro-reflectivity requirements of the Ontario Traffic
Manual is once per calendar year, with each inspection taking place not more than 16
months from the previous inspection.
A sign that has been inspected in accordance with the above is deemed to be in a state
of repair with respect to the retro-reflectivity requirements of the Ontario Traffic Manual
until the next inspection in accordance with that subsection, provided that the municipality
does not acquire actual knowledge that the sign has ceased to meet these requirements.
If any sign of a type listed below is illegible, improperly oriented, obscured, or missing,
the standard is to deploy resources as soon as practicable after becoming aware of the
fact to repair or replace the sign.
- Checkerboard
- Curve sign with advisory speed tab
- Do not enter
- Load restricted bridge
- Low bridge
- Low bridge ahead
- One way
- School zone speed limit
- Stop
- Stop ahead
- Stop ahead, new
- Traffic signal ahead, new
- Two-way traffic ahead
- Wrong way
- Yield
- Yield ahead
- Yield ahead, New (O.Reg. 239/02,s. 11(2); O. Reg. 23/10, s. 7(3)
The standard for the frequency of inspecting regulatory signs or warning signs to check
to see that they meet the retro-reflectivity requirements of the Ontario Traffic Manual is
once per calendar year, with each inspection taking place not more than 16 months from
the previous inspection.
A regulatory sign or warning sign that has been inspected is deemed to be in a state of
repair with respect to retro-reflectivity requirements of the Ontario Traffic Manual until the
next inspection in accordance with that subsection, provided that the municipality does
not acquire actual knowledge that the sign has ceased to meet these requirements.
O.Reg. 47/13, s. 12(2)
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A regulatory or warning sign is illegible, improperly oriented, obscured or missing, the
standard is to repair the sign within the time set out in the table to this section after
becoming aware of the fact. (O.Reg. 23/10, s. 8; O.Reg. 366/18, s. 13.)
Visual ratings of the readability and appearance of regulatory and warning signs are made
from an automobile:
1. Conveniently visible
a) sign head and support in good condition
b) sign not defaced in any manner
c) sign continuously visible for 160 m at 80 km/hr or 85 m at
50 km/hr
2. Visible but somewhat inconvenient to read or find
a) sign head or support slightly tilted, twisted or bent but still
readable
b) sign partially or intermittently obscure within the approach distance
of 30m
c) sign defaced but readable
3. Missing, ambiguous, difficult to see, or read
a) no street name sign on any corner
b) sign post broken off or sign missing
c) sign tilted, twisted or bent more than 30 degrees
d) sign totally obscured by a tree, bush, brush, pole, another sign
or object, so that it can not be seen within the approach
e) printing on sign not legible
Note: "Regulatory Sign" and "Warning Sign" have the same meanings as in the Ontario
Traffic Manual, with the exception that they do not include a sign listed in section 11(2) of
Regulation O.Reg. 23/10, s.8)
Table 2.3.1 Regulatory and Warning Signs
Class
Time
4
30 days
5
30 days
6
No Standard
O.Reg. 239/02 s.12
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2.4
Other Signs
This section applies to the following types of signs: checkerboards, curve sign
with speed advisory tab; Do Not Enter; One Way; School Zone Speed Limit;
Stop Ahead; Stop Ahead New; Traffic Signal Ahead New; Two-way Taffic
Ahead; Wrong Way; Yield; Yield Ahead and; Yield Ahead New.
Table 2.4.1 Other Signs
Class
Time
4
As soon as
practicable
5
As soon as
practicable
6
No Standard
If a sign as listed above is illegible, improperly oriented, missing or is rated below the
minimum condition, the minimum standard is to deploy resources as soon as practicable,
after becoming aware of the fact, to repair or Replace the sign.
A visual rating of readability and appearance of all regulatory signs other than stop signs
and street name signs can be made from an automobile.
1. Conveniently visible
a) sign head and support in good condition
b) sign not defaced in any manner
c) sign continuously visible for 100m at 80km/hr or 30m at 50km/hr
2. Visible but somewhat inconvenient to read or find
a) sign head or support slightly tilted, twisted or bent but still readable
b) sign partially or intermittently obscure within the approach distance
of 30m
c) sign defaced but readable
3. Missing, ambiguous, difficult to see, or read
a) no street name sign on any corner
b) sign post broken off or sign missing
c) sign tilted, twisted or bent more than 30 degrees
d) sign totally obscured by a tree, bush, brush, pole, another sign or
object, so that it can not be seen within the approach distance of
30m
e) printing on sign not legible
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2.5
Traffic Control Signal System
a) If a traffic control signal system is defective in any way as described
above, the minimum standard is to deploy resources to repair the
defective component of the traffic control signal system as soon as
practicable after becoming aware of the defect.
2.6
Other Safety Devices
This section applies to delineator, chevron, flashers, pavement markings,
vehicle attenuation devices such as guide rail or inertia barrier and other such
safety devices.
Table 2.6.1 Other Safety Devices
Class
Repair
Lag Time
Restoration Lag
Time
4
Annual
5 years
5
Annual
7 years
6
Annual
10 years
If other safety devices are damaged, illegible, improperly oriented or missing, the
standard is to repair or replace the other safety device within the response time, after
becoming aware of the fact, as set out in 2.6.1.
Where other safety devices are found to be deficient either by deteriorating beyond their
effective usefulness or not in compliance with current standards, the standard is to
replace the safety device within the restoration lag time.
2.7 Trees
This standard applies to the mitigation of tree fall on a roadway.
Table 2.7.1 Trees
Class
Lag Time
4
Annual
5
Annual
6
Annual
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If a tree has one or more of the following conditions present the minimum standard is to
secure the tree from falling on a roadway. This should occur after becoming aware of the
fact that the following conditions exist, and within the maximum lag time as shown in 2.8.1:
A tree fall on a roadway may occur if the following conditions are present:
1. The tree must appear dead as evidenced by no leaves during normal
in-leaf season, and the tree must be on the R.O.W.
2. The entire tree or a significant portion of the tree must appear dead,
and the tree must be on the R.O.W.
3. The trunk of the tree must be greater than 0.3 m in diameter, and the
tree must be on the R.O.W.
4. There must be a significant likelihood of the tree falling on the
roadway, if it falls
3.0 Bridges
3.1
Bridge Deck Spalls
A "bridge deck spall" means a cavity left by one or more fragments
detaching from the paved surface of the roadway or shoulder or the
bridge. (O.Reg. 239/02, s. 15)
Table 3.1.1 Bridge Deck Spalls
Class
Surface Area
Depth
Response Time
4
1000 cm²
8 cm
7 days
5
1000 cm²
8 cm
7 days
6
No Standard
If a bridge deck spall exceeds both the surface area and depth set out in the table the
standard, is to repair the bridge deck spall within the time set out in the table after
becoming aware of the fact. O.Reg. 239/02, s. 15(1); O.Reg. 366/18,, s. 13)
A bridge deck spall shall be deemed to be in a state of repair if its surface area or depth
is less than or equal to that set out in table(O.Reg. 239/02, s.15(2); O.Reg. 47/13, s.14)
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Section 4
Winter Control Policy
4.0
Statement:
Winter control operations, for areas within the Township of Otonabee-South Monaghan's
jurisdiction, follows a Council approved Winter Control Policy which meets the
Maintenance Standards for Municipal Highways. It is acknowledged that conditions may
occur which will prevent the achievement of this level of service and Public Works must
work within available resources such as funds, equipment and manpower. Weather
conditions may also have a major effect on desired level of service. The driving public
will be expected to reduce speed and drive according to weather and road conditions.
4.1
Purpose:
The purpose of this policy is to provide a guideline for Public Works Department to follow
when performing winter control operations in order to meet the following objectives:
- Reduce the hazards of icy road conditions
- Reduce economic losses to the community and industry
- Facilitate the access of emergency services
- Provide safe school bus routes
- Provide local access for the driving public
4.2
Application:
All roads, within the Township of Otonabee-South Monaghan, do not require the same
level of service. Service given is in accordance with the role of a particular road plays
within the total transportation network. In accordance with the Maintenance Standards
for Municipal Highways, Municipal Act 2001, roads within the Township of Otonabee-
South Monaghan's jurisdiction fall into three categories:
- Class 4
- Class 5
- Class 6
Road classes are based on the Average Daily Traffic (ADT) count as well as the posted
or statutory speed limit.
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4.3
Glossary of Terms:
Anti-icing - means the direct liquid application of brine solution to the road surface in
advance of a storm to prevent snow and ice from bonding to the pavement.
Electronic Surveillance - means the monitoring and recording of road and weather
conditions using RWIS information supplemented with local weather forecasts and/or a
value added meteorological service. Electronic surveillance is a tool to supplement field
observations to determine if a winter event response is required to a winter event.
L.O.S. - means a council approved Level of Service Policy approved by Council.
Maintenance Class - means a class 1, 2, 3, 4, 5 or 6 road designated as such by posted
speed and traffic volume in accordance with O.Reg 239/02 as amended from time to time.
M.S. - means Ontario Regulation 239/02, Maintenance Standards for Municipal
Highways.
Patroller - means a person that is either a dedicated winter patroller or a person whose
duties include winter patrolling.
Patrolling Representative Roads - means the field observation and recording of road
and weather conditions on select roads within a municipal jurisdiction to determine if a
winter event response is required to a winter event. Patrolling may or may not be
supplemented by electronic surveillance.
Road Condition - means the condition of the pavement surface during and after a winter
event:
- Bare and dry - most of the road surface is dry
- Bare and wet - most of the road surface is moist
- Partially snow covered - two wheels of the passenger vehicle are on bare surface
and the other wheels are likely to be on loose snow
- Partially snow packed - two wheels of the passenger vehicle are on bare surface
and the other wheels are likely to be on snow bonded to the road
- Partially ice covered - two wheels of the passenger vehicle are on bare surface
and the other wheels are likely to be on ice
- Snow covered - all wheels of a passenger vehicle are on loose snow
- Snow packed - all wheels of a passenger vehicle are on snow bonded to the road
- Ice covered - all wheels of a passenger vehicle are on ice.
Rural Road System - typically means roads in a rural environment where development
is sparse or where development is less than 50% of the frontage including developed
areas extending less than 300 m of one side of the road or 200 m on both sides and no
curb and gutter.
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Significant Weather Event means an approaching or occurring weather hazard with the
potential to pose a significant danger to users of the highways within a municipality.
Snow accumulations means the natural accumulation of any of the following that, alone
or together covers more than half a lane width of a roadway:
1.
Newly fallen snow
2.
Wind-blown snow
3.
Slush
Susceptible Area - means a road section with a steep hill, sharp curve or other areas or
structures prone to drifting and/or slippery conditions. A steep hill is a hill where the
percent longitudinal grade is greater than the design criteria. A sharp curve is a curve
with a speed advisory ≥ 20 km/h less than posted speed.
Urban Road System - means roads in an urban environment where curb and gutter or
curb exists on both sides of the road with or served by storm sewers or where curb and
gutter or curb exists on one side of the road with or served by storm sewers or for
subdivisions where the majority of lot frontages are less than 30m.
Winter Event - means a weather condition affecting roads such as snowfall, wind-blown
snow, sleet, freezing rain, frost, or ice, to which a winter event response is required.
Winter Event Response - means a series of winter control activities performed in
response to a winter event.
Winter Patrol - means the field observation of weather and road conditions
Winter Season - means the season when the municipality normally performs winter
highway maintenance.
4.4
Policy, Procedure and Implementation
4.4.1 Winter Response
This policy covers these activities which are required to produce safe driving conditions
for a driver acting responsibly, during those times of the year in which winter conditions
can be anticipated.
On average the first occasion for which a winter response is required will occur on or
about November 15 and the commencement of continuous winter operations will occur
beyond December 15 of each year. The need for an ongoing response will on average
continue to approximately March 15 of each winter season and the last date for which a
response it required will be approximately around April 8 of each season. Acknowledging
that winter conditions can occur before and after these periods, the Township of
Otonabee-South Monaghan will gear the conversion of its resources from normal to winter
maintenance mode to meet the following state of readiness guidelines.
Level of Service / Winter Operations Policy
Page 33
Beginning of Winter
50% Operational
October 1
100% Operational
November 14
Initiate Night Patrol
November 14
End of Winter
100% Operational
April 1
End of Night Patrol
April 1
50% Operational
April 30
The Winter Resources of the Township of Otonabee-South Monaghan consists of:
- Five (5) 5 and 6 ton single axle, tandem axle combination plow/spreader
trucks
- Three (3) graders
- One (1) ¾ ton 4x4 Pick-up with plow & sander
- One (1) ¾ 4x4 Pick-up (patrolling)
- Bobcat Skidsteer (sidewalk maintenance)
(all equipped with sufficient operators to operate each unit, organized in a one day shift).
In order to ensure that these resources are employed as efficiently and effectively as
possible, the Township of Otonabee-South Monaghan adopts a standard of having the
resources deployed generally when the needs are greatest. This is determined weather
monitoring as required through the use of available radar information and forecast (i.e.
Environment Canada and/or Weather Network, etc)
It is anticipated that 85% - 90% of the average daily traffic occurs between the hours of 5
a.m. and 9 p.m. Therefore, the Township of Otonabee-South Monaghan will focus its
efforts to meet this demand.
A full call out of the winter maintenance equipment between the hours of 9 p.m. and 4
a.m. will not as a general rule be made except where high winds create drifting conditions
which threaten to block the roadway or in the event of a freezing rain event, where a
response during the period would lessen the total effort to be expended by the
Department in order to clean-up from the event. All call outs will be subject to Ministry
regulations with respect to hours of work.
The activities covered by this standard include continuous plowing, spot plowing,
continuous sanding/salting, spot sanding/salting, ice blading, winging back.
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4.4.2 Weather Monitoring
From October 1 to April 30, the standard is to monitor the weather, both current
and forecast to occur in the next 24 hours, once every shift or three times per
calendar day, whichever is more frequent, at Intervals determined by the
Municipality.
From May 1 to September 30, the standard is to monitor the weather, both current
and forecast to occur in the next 24 hours, once per calendar day.
4.5
Snow Clearing Level of Service
4.5.1 Snow Accumulation - Roadways - Maintenance Standard
The maintenance standard for snow removal on roadways is to deploy resources as soon
as practicable to clear snow accumulation after becoming aware that the snow
accumulation on the roadway is greater than the depth set out in the table 4.5(a) below.
After the snow accumulation on the roadway has ended, if it is greater than the depth set
out in the table below within the time set out in the table. the maintenance standard is to
provide a minimum lane width of the lesser of three (3) metres for each lane or the actual
lane width or on a Class 4 or 5 highway with two lanes, to provide a total width of at least
five (5) metres.
If the depth of snow accumulation on a roadway is less than or equal to the depth set out
in the table to this section the roadway is deemed to be in a state of repair with respect
to snow accumulation.
This standard does not apply to that portion of the road designated for parking and only
applies to a municipality during the season when the municipality performs winter highway
maintenance. Ice blading of snow packed surfaces will be undertaken as necessary to
provide additional traction as determined by the Manager of Public Works or his/her
designate.
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4.6
Surface Condition
After the snow accumulation has ended, and within the lag time shown in the surface
condition section, roads shall be returned to at least the minimum surface condition as
shown in the table 4.6(a)
Table 4.6 (a) Snow Accumulation - Roadways
Class
Depth
Time
1
2.5 cm
4 hours
2
5 cm
6 hours
3
8 cm
12 hours
4
8 cm
16 hours
5
10 cm
24 hours
6
No
Standard
O.Reg 47/13,s.4
In this standard Snow Accumulation means the natural accumulations of new fallen snow
or wind blown snow that covers more than half a lane width of a roadway.
4.7
Significant Weather Event
4.7.1 Significant Weather Event - Declaration
The Municipality declaring the beginning of a significant weather event or declaring the
end of a significant weather event shall do so in one or more of the following ways:
1.
By posting a notice on the municipal website
2.
By making an announcement on a social media platform, such as Facebook,
Twitter
3.
By sending a press release or similar communication to internet, newspaper, radio
or television media.
4.
By notification through the Ontario Provincial Police (OPP)
5.
By any other notification method required in a by-law of the municipality.
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4.7.2 Snow Accumulation on Roadways, significant weather event
If the municipality declares a significant weather event relating to snow accumulation, the
standard for addressing snow accumulation on roadways until the declaration of the end
of the significant weather event is:
(a)
to monitor the weather in accordance with section 4.4.2
(b)
if deemed practicable, to deploy resources to address snow accumulation on
roadways, starting from the time that the Director of Public Works or Designate
deems it appropriate to do so.
All roadways with in the municipality will be deemed to be in a state of repair with respect
to snow accumulation if (a) & (b) above are complied with and until the applicable time in
the table expires following the declaration of the end of the significant weather event by
the Municipality.
Following the end of the weather hazard wherein a significant weather event was declared
by a municipality; the municipal shall:
(a)
declare the end of the significant when the municipality determines it is appropriate
to do so
(b)
address snow accumulation on roadways in accordance with Section 4.5.1
4.7.3 Snow Accumulation - Bicycle Lanes
The standard for addressing snow accumulation on bicycle lanes.
After becoming aware of the fact that the snow accumulation on a bicycle lane is greater
than the depth set out in the table, to deploy resources as soon as practicable to address
the snow accumulation; and
After the snow accumulation has ended, to address the snow accumulation so as to
reduce the snow to a depth less than or equal to the depth set out in the table to provide
a minimum bicycle lane width of the lesser of 1 metre or the actual bicycle lane width.
If the depth of snow accumulation on a bicycle lane is less than or equal to the depth set
out in the table, the bicycle lane is deemed to be in a state of repair in respect of snow
accumulation.
For the purposes of this section, the depth of snow accumulation on a bicycle lane and,
if applicable, lane width.
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Table 4.7.3(a) Snow Accumulation - Bicycle Lanes
Class
Depth
Time
1
2.5 cm
8 hours
2
5 cm
12 hours
3
8 cm
24 hours
4
8 cm
24 hours
5
10 cm
24 hours
6
No
Standard
4.7.4 Snow Accumulation on bicycle lanes, Significant Weather Event
If the municipality declares a significant weather event relating to snow accumulation, the
standard for addressing snow accumulation on bicycle lanes until the declaration of the
end of the significant weather event is:
(a)
to monitor the weather in accordance with section 4.4.2
(b)
if deemed practicable, to deploy resources to address snow accumulation on
bicycle lanes, starting from the time that the Director of Public Works or Designate
deems it appropriate to do so.
All bicycle lanes within the municipality will be deemed to be in a state of repair with
respect to snow accumulation if (a) & (b) above are complied with and until the applicable
time in the table expires following the declaration of the end of the significant weather
event by the Municipality.
Following the end of the weather hazard wherein a significant weather event was declared
by a municipality; the municipal shall:
(a)
declare the end of the significant when the municipality determines it is appropriate
to do so
(b)
address snow accumulation on bicycle lanes in accordance with Section 4.7.3
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4.7.5 Sanding and Salting
The objective will be to deploy resources as soon as practicable, after becoming aware
that the road is icy and the safe operating speed has dropped below the threshold
indicated in Table 4.6(a). The response will be to treat the roadway or sections thereof
with deicing chemicals and/or abrasives as appropriate to remove the ice or provide
traction within the timeframes indicated in Table 4.6(a) for such response.
It is the objective of the actions taken to improve the surface conditions of the road within
the lag time shown in the surface condition section, such that the safe operating speed
on the road will meet or exceed levels as shown in the table 4.6(a)
4.7.6 Ice Formation on Roadways & Icy Roadways
In a 24 hour period preceding an alleged formation of ice on a roadway the Municipality
undertakes to:
a)
Monitor the weather accordingly
b)
Patrol in accordance with section 4.7.9 of this Policy
c)
If the Municipality determines, as a result of its activities under paragraph (a) &
(b), that there is a substantial probability of ice forming on a roadway, treat the
roadway to prevent ice formation within the time set out in Table 4.7.6(a) to this
section, starting from the time that the municipality determines is appropriate
time to deploy resources for that purpose.
If the municipality meets the standard set out above, and despite compliance ice forms
on a roadway the roadway is deemed to be in a state of repair until the applicable time
set out in Table 4.7.6(a) to this section expires after the municipality becomes aware of
the fact that a roadway is icy.
The standard for treating icy roadways is to treat the icy roadway within the time set out
in Table 4.7.6(b) to this section expires after the municipality becomes aware of the fact
that the roadway is icy.
The standard for treating icy roadways is to treat the icy roadway within the time set out
in Table 4.7.6(b) to this section and an icy roadway is deemed to be in a state of repair
until the applicable time set out in Table 4.7.6(b) to this section expires after the
municipality becomes aware of the fact that a roadway is icy.
Treating a roadway means applying material to the roadway, including but not limited to
salt, sand or any combination of salt and sand.
This section applies in respect of ice formation on bicycle lanes on a roadway, but does
not apply to other types of bicycle facilities.
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Table 4.7.6(a) Ice Formation Prevention
Standard
To treat icy roads
Class
Time
1
6hours
2
8 hours
3
16 hours
4
24hours
5
24 hours
6
No Standard
** Treating a roadway means applying material to the roadway, including but not limited to, salt, sand or
any combination of salt and sand
Table 4.7.6 (b) Treatment of Icy Roadways
Class
Time
1
3 hours
2
4hours
3
8 hours
4
12 hours
5
16 hours
6
No Standard
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4.7.7 Section Icy Roadways - Significant Weather Event
If the municipality declares a significant weather event relating to ice, the standard for
treating icy roadways until the declaration of the end of the significant weather event is:
(a)
monitor the weather in accordance with section 4.4.2
(b)
if deemed practicable by the municipality, to deploy resources to treat icy
roadways, starting from the time that the municipality deems appropriate to
do so.
If the municipality complies with the subsection 4.7.6 all roadways within the municipality
are deemed to be in a state of repair with respect to any ice which forms or may be present
until the applicable time in Table 4.7.6 (b) above expires after the declaration of the end
of the significant weather event by the municipality.
Following the end of the weather hazard in respect of which a significant weather event
was declared by the municipality under this section, the municipality shall:
(a)
declare the end of the significant weather event when the municipality determines
it is appropriate to do so
(b)
treat icy roadways in accordance with Section 4.7.6
4.7.8 Winging Back of Snow Banks
At various times during a winter season it may be necessary to wing back snow banks in
order to reduce the height of the banks so that driver visibility is not impaired and/or
provide space to store additional snow. Typically this work will be undertaken in rural and
urban residential areas. The objective will be to deploy resources on roadways within the
response time frames after becoming aware that the snow banks exceed height specified
and to reduce the height of the banks to or below the height indicated in Table 4.7.8(a)
within the time frames specified for each classification of roadway.
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Table 4.7.8(a) Snow Bank Winging Back Level of Service
Objective to
Address
Snow Banks
Class
Response Time
Height (Metres)
1
24 hours
0.9
2
24 hours
0.9
3
48 hours
0.9
4
48 hours
0.9
5
72 hours
0.9
6
72 hours
0.9
4.7.9 Winter Patrolling Level of Service - Routine Conditions
Routine patrolling during daylight hours of the winter months shall be as specified in Table
4.7.9(a) of this Policy. Routine patrolling will not occur on weekends during the winter
months. The timing of this night patrol person will generally be from approximately mid
November - Mid April each season. Patrolling is that activity which the Road Authority
undertakes in an effort to inform itself of and document the conditions of its roadways.
The Township of Otonabee-South Monaghan shall patrol its roadways so that the
maximum cycle length as specified in Table 4.7.9 (a) is not exceeded. Routine patrolling
may be achieved by driving roadways or electronic surveillance. Routine patrolling will
take place during normal operating hours Monday to Friday. Routine patrolling will not
occur between sunset and sunrise or on weekends.
This Patroller shall have the authority to call out additional personnel and equipment if the
need arises.
During normal workings hours in the winter season, the Manager of Public Works and/or
his/her designate are responsible for undertaking weather monitoring and inspections
during the winter season to determine necessary snow and ice control measures.
Snow Bank Height
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Table 4.7.9 (a) Routine Patrolling Response Level of Service
Class
Ambient Condition Minimum Standard Cycle
4
Once every 7 days
5
Once every 14 days
6
Once every 14 days
4.7.10 Winter Patrolling Level of Service - Storm Conditions
If it is determined by the Municipality through weather monitoring or inspections that there
is a substantial probability of snow accumulation on roadways, ice formation on roadways
or icy roadways, the minimum standard for patrolling highways is to patrol highways as
set out by the persons and intervals as deemed necessary by the municipality to check
for such conditions as set out in Table 4.7.10 (a).
Winter patrolling during storm conditions shall be in accordance with Table 4.7.10(a).
Patrolling shall be carried out by driving the roadway or electronic monitoring to ascertain
conditions and the need for a response. Patrolling of a representative sample of the road
system shall be deemed to be sufficient to identify problem areas. The route of
representative roads shall provide a geographical representation of the municipality, if
steep hills, sharp curves, areas or structures prone to drifting snow and icy conditions
exist on a road section, the route of representative roads shall include some or all of these
susceptible areas.
The technologies used by the municipality (anti-icing, pre-wetting, etc.) will determine the
appropriate response. The patroller, upon the observation of a winter event, should
initiate call out procedures.
Table 4.7.10 (a) - Winter Patrolling - Storm Conditions Standards
Class
Cycle
4
Once every 3 days
5
Once every 7 days
6
Once every 7 days
The monitoring activity and response taken shall be recorded and a print out of the
forecast for the local area however recorded.
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4.7.11 During a Storm
If the storm is of long duration and/or heavy accumulation the patrol shall monitor roads
for deteriorating conditions as set out in the table below
Table 4.7.11 (a) - Winter Patrolling - During a Storm Event
Class
Minimum % of road
class to be patrolled to
check for conditions as
described in sections 4
and 5 of MMS
Minimum % of road
sections
with
a
susceptible areas
to include in the
patrol
If RWIS information is
available
to
the
patroller
Class 4
10%
25%
Reduce
to
0%
but
include 25% of road
sections
with
a
susceptible area
Class 5
0%
25%
Reduce
to
0%
of
susceptible area
Class 6
0%
10%
Reduce
to
0%
of
susceptible area
Note: The percent reduction of roads patrolled per maintenance class shown in the table
represents the percent reduction per patrol.
* Patroller may be operating plow equipment during a storm event.