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THE CORPORATION OF THE TOWNSHIP OF NORTH FRONTENAC
BY-LAW #89-13
BEING A BY-LAW TO ESTABLISH A LEVEL OF SERVICE POLICY FOR TOWNSHIP
ROADS FOR THE CORPORATION OF THE TOWNSHIP OF NORTH FRONTENAC
AND WHEREAS Section 11(3) of the Municipal Act, 2001, as amended authorizes the
Municipality to pass By-laws respecting matters within spheres under the jurisdiction of
the Municipality including highways, including parking and traffic on highways;
AND WHEREAS Section 44(1) of the Municipal Act, 2001, as amended provides the
municipality that has jurisdiction over a highway or bridge shall keep it in a state of
repair that is reasonable in the circumstances, including the character and location of
the highway or bridge;
AND WHEREAS Section 44(2) of the Municipal Act, 2001, as amended provides that a
municipality that defaults in complying with subsection 44(1) is, subject to
the Negligence Act, liable for all damages any person sustains because of the default;
AND WHEREAS Section 44(3) of the Municipal Act, 2001, as amended provides that
despite subsection (2), a municipality is not liable for failing to keep a highway or bridge in
a reasonable state of repair if, (a) it did not know and could not reasonably have been
expected to have known about the state of repair of the highway or bridge; (b) it took
reasonable steps to prevent the default from arising; or (c) at the time the cause of action
arose, minimum standards established under subsection (4) applied to the highway or
bridge and to the alleged default and those standards have been met.
AND WHEREAS Section 44(4) of the Municipal Act, 2001, as amended permits the
Minister of Transportation to make regulations establishing minimum standards of repair
for highways and bridges being Regulation 239/02 which developed the criteria for
Minimum Maintenance Standards;
AND WHEREAS the Council of the Corporation of the Township of North Frontenac
deems it expedient to enact a by-law to establish a Level of Service Policy for Township
Roads;
NOW THEREFORE the Council of The Corporation of the Township of North Frontenac
does hereby adopt the "Level of Service Policy for Township Roads" attached hereto as
Schedule "A" being the "Level of Service Policy"; Schedule "B" being the "Road Summary
By Name, Class, AADT" and Schedule "C" being the "Seasonal Roads";
AND THAT the Public Works Manager is hereby authorized by Council to update, make
corrections and/or amendments, at any time to any information contained within this
Level of Service Policy - Schedule "B" -- "Road Summary By Name, Class, AADT" and
Schedule "C" -- "Seasonal Roads" on an as required basis (i.e. changes in the AADT,
etc.). The Public Works Manager shall provide a copy of all changes to this Schedule to
the Clerk to retain with the Original By-law and Policy for future reference if required; and
the Clerk shall also provide a copy of said update to Council and the Chief
Administrative Officer (CAO) for information purposes. Also, the Public Works Manager
shall ensure the Policy and Schedule remains current on the Township's website;
AND THAT By-law #53-04 (previous Road Service Standards By-law) and By-law
11909 are hereby repealed in their entirety;
AND THAT all resolutions, by-laws or parts/schedules of by-laws, or actions of
Council relating to the Level of Service for Township Roads, that are inconsistent with
the provisions of this new Level of Service Policy for Township Roads; or which are
contrary to or inconsistent with this new Policy; are hereby repealed and rescinded;
AND THAT this By-Law shall come into force and take effect on the date of its passing.
READ A FIRST AND SECOND TIME, THIS 15TH DAY OF OCTOBER, 2013.
READ A THIRD TIME AND FINALLY PASSED THIS 15TH DAY OF OCTOBER, 2013.
SCHEDULE "A" TO BY-LAW 89-13
TOWNSHIP OF NORTH FRONTENAC
LEVEL OF SERVICE POLICY FOR TOWNSHIP ROADS
This policy sets out the minimum standards of maintenance and repair for highways (roads) 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 owned and maintained by the Township of North Frontenac.
It is the objective of the Township Public Works (Roads) Department to conduct its operational activities
in an efficient and effective way, so as to provide safe driving conditions on all roads owned and
maintained by the Township. Operations will be consistent with the needs of a low traffic volume rural
road system.
Maintenance will be performed, monitored and recorded as detailed in the following guidelines that
comprise, with this policy statement and the definitions below, our Level of Service Document.
This document is based on the criteria for Minimum Maintenance Standards as developed by the Province
in Ontario Regulation 239/02 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 (AADT) counts, all roads
within the Township are determined to be either Class 4, 5 or 6 roads. Please see Schedule "B" to this
policy for a detailed list. The Public Works Manager is hereby authorized by Council to update, make
corrections and/or amendments, as required, at any time to any information contained within this Level
of Service Policy - Schedule "B" -- "Road Summary By Name, Class, AADT" (Le. changes in the AADT,
etc.), and Schedule "C" - "Seasonal Roads" (i.e. changes in year-round residency). The Public Works
Manager shall provide a copy of all changes to Schedule "B" and Schedule "C" to the Clerk to retain with
the Original By-law and Policy for future reference if required; and the Clerk shall also provide a copy of
said update to Council and the Chief Administrative Officer (CAO) for information purposes. Also, the
Public Works Manager shall ensure the Policy and Schedule remains current on the Township's website.
However, 0. Reg. 239/02 does not specify minimum standards for Class 6 roads and, therefore this
document will set a level of service for Class 6 roads that is equivalent to the minimum maintenance
standards for Class 5 roads, as set by the Province in 0. Reg. 239/02.
These guidelines are used to provide guidance and set minimum standards for our Roads 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.
DEFINITIONS
In this Level of Service Document,
"cm" means centimetres; correspondingly "m" means metres and "mm" means millimetres.
"day" means a 24-hour period;
"dead end" roads are those that do not have an exit through another intersecting road;
"highway" means a common and public highway and includes any bridge, trestle, viaduct or other
structure forming part of the highway and, except as otherwise provided, includes a portion of a
highway;
"ice" means all kinds of ice, however formed;
"motor vehicle" has the same meaning as in subsection 1 (1) of the Highway Traffic Act, R.S.O.
1990, except that it does not include a motor assisted bicycle;
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"non-paved surface" means a surface that is not a paved surface, otherwise known as "loose-
topped"; for our purposes "non-paved surface" further means gravel surfaced.
"0. Reg. 239/02" refers to Ontario Regulation 239/02, and any amendment thereto, which lays out
the minimum maintenance standards for municipal highways
"Ontario Traffic Manual" means the Ontario Traffic Manual published by the Ministry of
Transportation, as amended from time to time;
"paved surface" means a surface with a wearing layer or layers of asphalt, concrete or asphalt
emulsion;
"private road" means a road that is not owned by the Township;
"roadway" has the same meaning as in subsection 1 (1) of the Highway Traffic Act;
"seasonal highway/road" means a road that is owned by the Township, but on which no winter
maintenance is performed;
"snow accumulation" means the natural accumulation of new fallen snow or wind-blown snow or
slush; alone or together, that covers more than half a lane width of a roadway;
"snow-packed" means the desired state of a highway during the period of winter road maintenance
which includes the compacted snow or ice that can accumulate on municipal highways during a
number of minor snow events;
"shoulder" means the portion of a highway that provides lateral support to the roadway and that
may accommodate stopped motor vehicles and emergency use;
"surface" means the top of a roadway or shoulder;
"unmaintained municipal road" refers to a road that is owned, but not maintained, by the Township;
"weather" means air temperature, wind and precipitation;
"winter highway maintenance" occurs from November 15 to and including April 15 of each year.
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 AADT.
For the purposes of determining the Class of highway, the AADT on a highway or part of a highway
under municipal jurisdiction may be determined, by estimating the average daily two-way traffic on the
highway or part of the highway in accordance with accepted traffic engineering methods.
For "dead end" roads, in lieu of a manual 4 hour traffic count, a simple count of the number of permanent
year round residences on the road multiplied by 6, for rural areas, will estimate the number of trips each
house generates and is an accepted traffic engineering method for rural areas and those with lower
volume as most of our roads are. This is the method that the municipality will use to determine AADT for
it's roads.
TABLE 1
CLASSIFICATION OF HIGHWAYS
Posted or Statutory
Speed Limit
(kilometres per hour)
91 - 100
81 - 90
71 - 80
61 - 70
51 - 60
41 - 50
1 - 40
Average Annual
Daily Traffic
(number of motor
CLASS of ROAD
15,000 or more
1
1
1
2
2
2
2
12,000 - 14,999
1
1
1
2
2
3
3
10,000 - 11,999
1
1
2
2
3
3
3
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8,000 - 9,999
1
1
2
3
3
3
3
6,000 - 7,999
1
2
2
3
3
3
3
5,000 - 5,999
1
2
2
3
3
3
3
4,000 - 4,999
1
2
3
3
3
3
4
3,000 - 3,999
1
2
3
3
3
4
4
2,000 - 2,999
1
2
3
3
4
4
4
1,000 - 1,999
1
3
3
3
4
4
5
500 - 999
1
3
4
4
4
4
5
200 - 499
1
3
4
4
5
5
5
50 - 199
1
3
4
5
5
5
5
0-49
1
3
6
6
6
6
6
MINIMUM STANDARDS
ROUTINE PATROLLING
The minimum standard for the frequency of routine patrolling of highways is set out in Table 2. Routine
patrolling shall be carried out by driving on the highway to check for conditions described in this policy.
If it is determined by the municipality that the weather monitoring indicates 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, in addition to that set out in Table 2, to patrol highways that the
municipality selects as representative of its highways, at intervals deemed necessary by the municipality,
to check for such conditions.
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.
TABLE 2
ROUTINE PATROLLING FREQUENCY
Class of Highway
Routine Patrolling
Winter Road Patrols
Frequency
4
once every 14 days
At least once each week
from November 15 to
and including April 15
5
once every 30 days
At least once each week
from November 15 to
and including April 15
6
once every 30 days
At least once each week
from November 15 to
and including April 15
WEATHER MONITORING
The minimum standard for weather monitoring requires the Roads Department, Public Works Manager
or Foreman, to monitor current and future weather forecasts. The monitoring will generally be carried out
by checking the local and regional weather conditions and forecasts on the internet, from sites such as
The Weather Channel and Environment Canada. A record of weather monitoring shall be maintained in
the Roads Department office.
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From October 1 to April 30, the minimum 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 minimum standard is to monitor the weather, both current and forecast
to occur in the next 24 hours, once per calendar day.
WINTER MAINTENANCE
The Road Department will be responsible for winter road patrols and winter maintenance activities.
However, there are a few minor roads, usually too narrow for our standard plow trucks, where the winter
maintenance activities are contracted out. The Public Works Department and our Contractors have the
equipment, schedules, manpower and procedures in place to commence winter control operation on the
15th day of November each year until April 15th of the following year. Winter control equipment and
manpower will be available on a continuous basis, 7 days a week 24 hours a day to respond to any
winter event during this period.
There are several roads or road sections that are considered "seasonal" which are owned by the
Township but on which no winter maintenance will be performed. Generally, a road may be considered
"seasonal" and not require winter maintenance if there are no year-round or permanent residents living
on a particular road or road section. Schedule "C" to this policy includes the list of Seasonal Roads. For
all intents and purposes these roads are considered "temporarily closed", (i.e., November 15th to April
15th) and may only be used at the operator's own risk. Notice of the temporary closure of these roads
will be posted at the point of temporary closure and on our Township's website.
SNOW ACCUMULATION
The minimum standard for clearing snow accumulation is,
after becoming aware of the fact that the snow accumulation on a roadway is greater than the depth
set out in Table 3, 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 Table 3 within the time set out in the
Table, to provide a total width of at least five (5) metres on a Class 4, 5 and 6 highways with two
lanes.
If the depth of snow accumulation on a roadway is less than or equal to the depth set out in the Table,
the roadway is deemed to be in a state of repair with respect to snow accumulation. The depth of snow
on a roadway may be determined by a municipal employee, agent or contractor, whose duties or
responsibilities include one or more of the following:
1. Patrolling highways,
2. Performing highway maintenance activities,
3. Supervising staff who patrol or maintain highways.
The depth of snow accumulation on a roadway may be determined by:
a. Performing an actual measurement,
b. Monitoring the weather,
c. Performing a visual estimate.
During winter operations a number of minor snow events may result in non-paved surfaces becoming
snow-packed. Once this compacted snow accumulates it is considered part of the road for the application
of our Level of Service and is the desired condition. During periods of thaw, appropriate remedial action
would be required as the depth of the compacted snow base becomes unstable. This remedial action
may include plowing, salting and sanding, as determined, to break up the base and
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remove it from the traveled sections of the road. It will be the duty of the Public Works Manager and
Foreman to determine best treatment methods for implementation.
This section only applies to a municipality during the season when the municipality performs winter
highway maintenance.
TABLE 3
SNOW ACCUMULATION
Class of Highway
Depth
Time
Desired
Road
Condition
4
8 cm
16 hours
Snow-packed
or bare
5
10 cm
24 hours
Snow-packed
or bare
6
10 cm
24 hours
Snow-packed
or bare
ICY ROADWAYS
The minimum standard for treating icy roadways is to deploy resources to treat an icy roadway as soon
as practicable after becoming aware of the condition; and to treat the icy roadway within the time set out
in Table 4 after becoming aware of the condition.
It is acceptable to "spot" treat only those sections that are in fact icy. The entire road does not require
the same treatment; however, the treatment that is applied and the locations are required to be
documented each and every time this treatment method is used.
This section only applies to the municipality during the season when the municipality performs winter
highway maintenance.
TABLE 4
ICY ROADWAYS
Class of Highway
Time
Desired Surface
Condition
4
12 hours
Snow-packed
bare
or
5
16 hours
Snow-packed
bare
or
6
16 hours
Snow-packed
bare
or
POTHOLES
If a pothole exceeds both the surface area and depth set out in Table 5 or 6, as the case may be, the
minimum standard is to repair the pothole within the time set out in Table 5 or 6, as appropriate, after
becoming aware of the fact. A pothole shall be deemed to be repaired if its surface area or depth is less
than or equal to that set out in Table 5 or 6, as appropriate.
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TABLE 5A
POTHOLES ON PAVED SURFACE OF ROADWAY
Class of Highway
Surface
Area
Depth
Time
4
1000 cm2
8 cm
14 days
5
1000 cm2
8 cm
30 days
6
1000 cm2
10 cm
30 days
TABLE 5B
POTHOLES ON NON-PAVED SURFACE OF ROADWAY
Class of Highway
Surface
Area
Depth
Time
4
1500 cm2
10 cm
14 days
5
1500 cm2
12 cm
30 days
6
1500 cm2
12 cm
30 days
TABLE 6
POTHOLES ON PAVED OR NON-PAVED SURFACE OF SHOULDER
Class of Highway
Surface
Area
Depth
Time
4
1500 cm2
10 cm
30 days
5
1500 cm2
12 cm
60 days
6
1500 cm2
12 cm
60 days
SHOULDER DROP-OFFS
If a shoulder drop-off is deeper, for a continuous distance of 20 metres or more, than the depth set out
in Table 7, the minimum standard is to repair the shoulder drop-off within the time set out in the Table
after becoming aware of the fact. A shoulder drop-off shall be deemed to be repaired if its depth is less
than or equal to that set out in the Table.
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 of the roadway and the
paved or non-paved surface of the shoulder.
TABLE 7
SHOULDER DROP-OFFS
Class of Highway
Depth
Time
4
8 cm
30 days
5
8 cm
30 days
6
8 cm
30 days
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CRACKS
If a crack on the paved surface of a roadway is greater, for a continuous distance of three metres or
more, than the width and depth set out in the Table to this section, the minimum standard to repair the
crack within the time set out in the Table after becoming aware of the fact.
A crack is deemed to be in a state of repair if its width and depth is less than or equal to that set out in
the Table.
TABLE 8
CRACKS
Class of Highway
Width
Depth
Time
4
5cm
5cm
180 days
5
5cm
5cm
180 days
6
5cm
5cm
180 days
DEBRIS
If there is debris on a roadway, the minimum standard is to deploy resources, as soon as practicable
after becoming aware of the fact, to remove the debris.
In this section, "debris" means any material or object on a roadway that is not an integral part of the
roadway or has not been intentionally placed on the roadway by a municipality, and that is reasonably
likely to cause damage to a motor vehicle or to injure a person in a motor vehicle. It may include, but not
be limited to, garbage, garbage bags, tires, or other large quantities of litter.
LUMINAIRES
As per section 10.6.(b) of 0. Reg. 239/02, the standard only applies to Class 3, 4 and 5 highways with a
posted speed of 80 km/hr or more. All of our luminaires are located in hamlets or built-up areas where
the posted speed is less than 80 km/hr.
SIGNS
The minimum standard for the frequency of inspecting signs of a type listed below to check to see if 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.
If any sign of a type listed below is illegible, improperly oriented or missing, the minimum standard is to
deploy resources as soon as practicable after becoming aware of the fact to repair or replace the sign.
This section applies to the following types of signs:
1.
Checkerboard.
2.
Curve sign with advisory speed tab.
3.
Do not enter.
4.
One Way.
5.
School Zone Speed Limit.
6.
Stop.
7.
Stop Ahead.
8.
Stop Ahead, New.
9.
Traffic Signal Ahead, New.
10. Two-Way Traffic Ahead
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11.
Wrong Way.
12.
Yield.
13.
Yield Ahead.
14.
Yield Ahead, New.
REGULATORY OR WARNING SIGNS
If a regulatory or warning sign other than a sign listed above is illegible, improperly oriented or missing,
the minimum standard is to repair or replace the sign within the time set out in Table 9 after becoming
aware of the fact.
In this section, "regulatory sign" and "warning sign" have the same meaning as in the Ontario Traffic
Manual.
TABLE 9
REGULATORY AND WARNING SIGNS
Class of Highway
Time
4
30 days
5
30 days
6
30 days
TRAFFIC CONTROL SIGNAL SYSTEMS
We do not have traffic control signal systems on our roadways that we are responsible for. The
corresponding section of 0. Reg. 239/02 does not apply in our municipality.
BRIDGE DECK SPALLS
In this section, "bridge deck spall" means a cavity left by one or more fragments detaching from the
paved surface of the roadway or shoulder of a bridge.
If a bridge deck spall exceeds both the surface area and depth set out in the Table to this section, the
minimum standard is to repair the bridge deck spall within the time set out in the Table after becoming
aware of the fact.
A bridge deck spall 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 the Table. 0. Reg. 239/02, s. 15 (2); 0. Reg. 47/13, s. 14.
TABLE 10
BRIDGE DECK SPALLS
Class of Highway
Surface
Area
Depth
Time
4
1000 cm2
8 cm
7 days
5
1000 cm2
8 cm
7 days
6
1000 cm2
8 cm
7 days
SURFACE DISCONTINUITIES
In this section, "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.
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If a surface discontinuity on a roadway, other than a surface discontinuity on a bridge deck, exceeds
the height set out in the Table to this section, the minimum standard is to repair the surface
discontinuity within the time set out in the Table after becoming aware of the fact.
A surface discontinuity on a roadway, other than a surface discontinuity on a bridge deck, is deemed
to be in a state of repair if its height is less than or equal to the height set out in the Table to this
section.
If a surface discontinuity on a bridge deck exceeds five centimetres, the minimum standard is to deploy
resources as soon as practicable after becoming aware of the fact to repair the surface discontinuity on
the bridge deck.
A surface discontinuity on a bridge deck is deemed to be in a state of repair if its height is less than or
equal to five centimetres.
TABLE 11
SURFACE DISCONTINUITIES
Class of Highway
Height
Time
4
5 cm
21 days
5
5 cm
21 days
6
5 cm
21 days
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MINIMUM STANDARDS FOR CATEGORIES NOT INCLUDED IN 0. REG. 239/02
TREES
This section applies to the mitigation of a tree-fall on a roadway. A tree-fall on a roadway may occur if
all the following conditions are present:
1. The entire tree or a significant portion of the tree must appear dead, as evidenced by no
leaves during normal in-leaf season, and the tree must be on the Township right-of-way, and
2. The trunk of the tree must be greater than 0.3 m in diameter, and
3. There must be a significant likelihood of the tree falling on the roadway, if it falls.
After becoming aware of the fact that one or more of the conditions noted above exist the level of service
is to secure the tree from falling on a roadway within the lag time as shown in Table 12.
TABLE 12
TREES
Class of Highway
Time
4
30 days
5
30 days
6
30 days
FLOODING
A flood condition exists where water, flowing or standing, covers more than half a lane width of highway.
Where floods exceed the depth of 10 cm, a response is required. Flood conditions on roadways should
have warning signs posted as a response. Further, where the roadway is not closed, it should be
monitored at reasonable intervals during the flood. The time for responding should be no more than 12
hours after becoming aware of the condition. Flood mitigation, while in a flood condition, is at the
discretion of the road authority. Repeat flooding within a two week period is considered a single
occurrence. Where the maximum frequency is exceeded the zone should be posted to advise of the
potential hazard. Where the maximum frequency per month is exceeded and where flooding occurs more
frequently than once every two years, remedial action shall be considered.
TABLE 13
FLOODING
Class of Highway
Acceptable Depth
Depth at which
action is required
4
10 cm
10 cm
5
10 cm
20 cm
6
10 cm
20 cm
DUST
Where dust caused by traffic on a loose top road surface impacts on reasonable vehicle safety,
relative to the ambient condition of the road, that condition should not occur for more than 6 months
of the year. This policy does not apply where the condition occurs over a distance of less than 100
metres or where there are no permanent structures adjacent to the roadway. This standard does not
apply to shoulders but to the travelled portion of the road. Dust suppression will be applied in
accordance with the guidelines of the Ontario Ministry of Environment and Ministry of Transportation.
Dust abatement to address other criteria such as field crops, and air quality are not addressed in this
policy.
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SCHEDULE "B" TO BY-LAW
#89-13
TOWNSHIP OF NORTH FRONTENAC
LEVEL OF SERVICE POLICY FOR TOWNSHIP ROADS
ROAD SUMMARY BY NAME, CLASS, AADT
ASSET_NAME
-Class
Number-
-District
ID-
AADT
-Section
Number-
Surface
Type *
Length
(Km)
Shoulder
Width
Left (m)
Shoulder
Width
Right (m)
Surface
Width (m)
Arco! Road
Class 4
3
100
71
LCB
1.2
0.5
0.5
6.0
Arco! Road
Class 6
3
49
419
G/S
0.5
0
0
6.2
Arco! Road
Class 6
3
49
420
G/S
2.5
0
0
4.2
Ardoch Road
Class 4
2
312
34
HCB
0.9
1.2
1.2
6.3
Ardoch Road
Class 4
2
312
39
LCB
0.25
1.5
1.5
6.7
Ardoch Road
Class 4
2
312
40
LCB
2
1.5
1.5
6.5
Ardoch Road
Class 4
2
312
41
LCB
0.6
1.5
1.5
6.7
Ardoch Road
Class 4
2
312
37
LCB
2.75
1.5
1.3
5.8
Ardoch Road
Class 4
2
312
38
LCB
4.8
1
1
6.5
Ardoch Road
Class 4
2
312
35
LCB
1.65
1.2
1
6.3
Ardoch Road
Class 4
2
312
42
LCB
0.8
1
1.5
6.6
Ardoch Road
Class 4
2
312
36
LCB
1.6
1.2
1
6.7
Ardoch Road
Class 4
3
312
44
LCB
2
1
1
6.5
Ardoch Road
Class 4
3
312
43
LCB
1.5
1
1.5
6.6
Austris Road
Class 6
2
49
405
G/S
1.95
0
0
4.0
Austris Road
Class 6
2
49
404
G/S
0.6
0
0
6.3
Beach Road
Class 6
2
49
441
G/S
0.85
0
0
5.6
Black Road
Class 6
1
49
460
G/S
0.5
0
0
4.5
Brown's Bay Road
Class 6
1
49
469
G/S
0.65
0
0
4.0
Brule Lake Road
Class 6
2
49
436
G/S
4.63
0
0
5.4
Buckshot Lake Road
Class 4
2
400
66
LCB
1.05
1.2
1.2
6.4
Buckshot Lake Road
Class 4
2
400
65
LCB
1.45
1.2
1.2
6.4
Buckshot Lake Road
Class 4
2
400
70
LCB
1.8
1
1
6.3
Buckshot Lake Road
Class 4
2
400
68
LCB
1.3
1.3
1.3
6.0
Buckshot Lake Road
Class 4
2
400
74
LCB
0.2
1.3
1.3
6.0
Buckshot Lake Road
Class 4
2
400
73
LCB
0.2
1.3
1.3
6.0
Buckshot Lake Road
Class 4
2
400
75
LCB
2.5
1.3
1.3
6.0
Buckshot Lake Road
Class 4
2
400
67
LCB
1.2
1.2
1.2
6.4
Buckshot Lake Road
Class 4
2
400
69
LCB
2.7
1.3
1.3
6.0
Canonto Road
Class 4
3
200
53
LCB
2.9
0.8
0.8
5.8
Canonto Road
Class 4
3
200
52
LCB
2.76
0.8
0.8
5.0
Canonto Road
Class 4
3
250
54
LCB
3.2
0.5
0.5
5.9
Chatham Road
Class 6
3
49
418
G/S
2.1
0
0
3.8
Crotch Lake Access Road
Class 6
2
49
402
G/S
1.09
0
0
3.0
Cruise Road
Class 6
3
49
416
G/S
5.06
0
0
4.7
Delyea Road
Class 6
1
49
462
G/S
0.47
0
0
5.3
* G/S - Gravel Surface
LCB - Low Class Bituminous
HCB - High Class Bituminous
Page 1 of 5
SCHEDULE "B" TO BY-LAW
#89-13
TOWNSHIP OF NORTH FRONTENAC
LEVEL OF SERVICE POLICY FOR TOWNSHIP ROADS
ROAD SUMMARY BY NAME, CLASS, AADT
ASSET_NAME
-Class
Number-
-District
ID-
AADT
-Section
Number-
Surface
Type *
Length
(Km)
Shoulder
Width
Left (m)
Shoulder
Width
Right (m)
Surface
Width (m)
Don Anna Road
Class 6
1
49
470
G/S
0.7
0
0
5.3
Donaldson Road
Class 6
3
49
414
G/S
0.6
0
0
4.0
East Bay Road
Class 6
2
49
447
G/S
1.38
0
0
4.3
Elphin-Maberley Road
Class 4
3
150
49
LCB
2
1.3
1.3
6.2
Folger Road
Class 6
3
49
417
G/S
3.71
0
0
4.0
Gemmill Road
Class 6
3
49
411
G/S
1.24
0
0
5.0
Greer Road
Class 6
2
49
403
G/S
5
0
0
4.5
Grindstone Lake Road
Class 6
2
49
437
G/S
4.3
0
0
6.0
Gull Lake Road
Class 4
1
100
83
LCB
1.3
0.5
0.5
5.5
Gull Lake Road
Class 6
1
49
456
G/S
2.1
0
0
6.0
Gulley Road
Class 4
3
150
47
LCB
2.69
0.5
0.5
5.1
Gutheinz Road
Class 6
2
49
427
G/S
2
0
0
4.0
Harlowe Road
Class 4
1
500
210
HCB
2.05
1
1
6.6
Harlowe Road
Class 4
1
500
211
HCB
3.8
1.2
1.2
6.6
Harlowe Road
Class 4
1
500
209
HCB
2.05
1.2
1.2
6.5
Head Road
Class 4
1
100
79
LCB
0.9
0.5
0.5
5.8
Head Road
Class 6
1
49
450
G/S
2
0
0
6.0
Henderson Road
Class 4
1
200
212
HCB
1.1
0.7
0.7
6.3
Hills Lake Road
Class 6
2
49
440
G/S
2.4
0
0
4.3
James Road
Class 6
2
49
438
G/S
0.44
0
0
4.0
James Road
Class 6
2
49
439
G/S
0.5
0
0
2.7
Jewel Road
Class 6
1
49
91
LCB
0.15
0
0
5.5
Jewel Road
Class 6
1
49
90
LCB
0.2
0
0
5.5
Kashwakamak Lake Road
Class 4
1
150
85
LCB
2.8
0.5
0.5
5.7
Kashwakamak Lake Road
Class 4
1
150
84
LCB
2.7
0.5
0.5
5.7
Ladyslipper Road
Class 6
1
49
463
G/S
0.3
0
0
4.8
Lake Road
Class 6
3
49
55
LCB
0.55
0.8
0.8
5.0
Levere Road
Class 6
1
49
454
G/S
0.3
0
0
4.0
Little Pond Road
Class 6
1
49
89
LCB
0.35
0
0
5.4
Lodge Road
Class 6
3
49
45
LCB
0.55
0
0
5.4
Lookout Hill Road
Class 6
2
49
62
LCB
0.16
0
0
6.0
Lothlonen Road
Class 6
3
49
424
G/S
0.3
0
0
4.8
MacDonald Road
Class 6
3
49
421
G/S
0.71
0
0
3.6
Marble Lake Road
Class 6
1
49
453
G/S
4.4
0
0
6.2
Martelock Road
Class 6
3
49
444
G/S
0.1
0
0
4.8
Martin Road
Class 6
2
49
425
G/S
0.46
0
0
4.0
* G/S - Gravel Surface
LCB - Low Class Bituminous
HCB - High Class Bituminous
Page 2 of 5
SCHEDULE "B" TO BY-LAW
#89-13
TOWNSHIP OF NORTH FRONTENAC
LEVEL OF SERVICE POLICY FOR TOWNSHIP ROADS
ROAD SUMMARY BY NAME, CLASS, AADT
ASSET_NAME
-Class
Number-
-District
ID-
AADT
-Section
Number-
Surface
Type *
Length
(Km)
Shoulder
Width
Left (m)
Shoulder
Width
Right (m)
Surface
Width (m)
Matawatchan Road
Class 4
2
200
77
LCB
2.5
0
0
6.2
Mississagagon Lake Road
Class 6
1
49
468
G/S
0.4
0
0
5.8
Morrow Road
Class 6
3
49
413
G/S
3.74
0
0
4.1
Mosque Lake Road
Class 6
2
49
442
G/S
2.4
0
0
5.5
Mountain Chute Road
Class 6
3
49
202
HCB
0.95
1
1
6.4
Mountain Road
Class 4
2
150
60
LCB
1.55
0.5
0.5
6.0
Mountain Road
Class 4
2
150
61
LCB
1.2
0.7
0.7
5.9
Mountain Road
Class 4
2
150
59
LCB
1.25
0.6
0.6
5.6
Mountain Road
Class 6
2
49
433
G/S
4.2
0
0
6.2
Mountain Road
Class 6
2
49
434
G/S
5.8
0
0
4.5
Myers Cave Road
Class 4
1
150
87
LCB
2.1
0.5
0.5
6.0
Myers Cave Road
Class 4
1
150
88
LCB
2.05
0.3
0.3
6.0
Myers Cave Road
Class 4
1
150
86
LCB
2.6
0.3
0.3
6.0
Norcan Lake Lane
Class 6
3
49
475
G/S
3.6
0
0
6.4
North Mazinaw Heights Road
Class 4
1
100
208
HCB
1.25
0.3
0.3
6.3
North Mazinaw Heights Road
Class 4
1
100
82
LCB
0.5
0.5
0.5
5.5
North Road
Class 6
2
49
431
G/S
7.3
0
0
4.8
North Shore Road
Class 4
2
100
76
LCB
0.35
0.8
0.8
4.2
North Shore Road
Class 6
2
49
446
G/S
1.64
0
0
4.8
Nowell Road
Class 6
1
49
465
G/S
0.15
0
0
4.8
Oak Road
Class 6
1
49
461
G/S
0.85
0
0
5.4
Perry Road
Class 6
1
49
467
G/S
0.37
0
0
5.2
Quackenbush Road
Class 6
2
10
449
G/S
4.6
0
0
3.3
Ragged Chutes Road
Class 6
3
49
412
G/S
1.3
0
0
4.4
River Road
Class 4
2
100
47
LCB
1.3
0.5
0.5
6.0
River Road
Class 4
3
150
445
G/S
0.75
0
0
6.5
River Road
Class 4
3
150
423
G/S
1.7
0
0
6.3
River Road
Class 4
3
150
72
LCB
0.8
1
1
5.3
River Road
Class 4
3
150
57
LCB
2.25
0.5
0.5
6.0
River Road
Class 4
3
150
56
LCB
1.4
0.5
0.5
5.3
River Road
Class 6
2
49
407
G/S
3.08
0
0
5.5
Road 506
Class 4
1
800
30
LCB
3.85
1.8
1.8
6.7
Road 506
Class 4
1
800
31
LCB
0.45
1.8
1.8
6.7
Road 506
Class 4
1
800
26
LCB
2.3
1.5
1.5
6.8
Road 506
Class 4
1
800
32
LCB
1.35
1.8
1.8
7.5
Road 506
Class 4
1
800
27
LCB
1.2
1.8
1.8
6.7
Road 506
Class 4
1
800
28
LCB
0.7
1.8
1.8
6.7
* G/S - Gravel Surface
LCB - Low Class Bituminous
HCB - High Class Bituminous
Page 3 of 5
SCHEDULE "B" TO BY-LAW
#89-13
TOWNSHIP OF NORTH FRONTENAC
LEVEL OF SERVICE POLICY FOR TOWNSHIP ROADS
ROAD SUMMARY BY NAME, CLASS, AADT
ASSET_NAME
-Class
Number-
-District
ID-
AADT
-Section
Number-
Surface
Type *
Length
(Km)
Shoulder
Width
Left (m)
Shoulder
Width
Right (m)
Surface
Width (m)
Road 506
Class 4
1
800
29
LCB
2.7
1.8
1.8
6.7
Road 506
Class 4
1
800
33
LCB
4.2
2
2
6.7
Road 506
Class 4
2
800
201
HCB
0.25
0
0
6.8
Road 506
Class 4
2
800
24
LCB
1.5
1.8
1.8
6.7
Road 506
Class 4
2
800
21
LCB
2.9
1.5
1.5
7.0
Road 506
Class 4
2
800
19
LCB
0.6
1.8
1.8
6.7
Road 506
Class 4
2
800
25
LCB
0.95
1.8
1.8
6.7
Road 506
Class 4
2
800
18
LCB
6.35
1.6
1.6
7.1
Road 506
Class 4
2
800
23
LCB
0.6
1.8
1.8
6.8
Road 506
Class 4
2
800
20
LCB
1
1.8
1.8
6.7
Road 506
Class 4
2
800
22
LCB
1.45
1.8
1.8
6.7
Road 509
Class 4
2
600
200
HCB
0.35
0
0
6.8
Road 509
Class 4
2
600
17
LCB
1.4
1
1
6.7
Road 509
Class 4
2
600
14
LCB
2.75
1
1.6
6.7
Road 509
Class 4
2
600
16
LCB
3.6
1.5
1.5
6.7
Road 509
Class 4
2
600
15
LCB
1.65
1.2
1.2
6.7
Road 509
Class 4
3
600
7
LCB
2.1
1
1
6.5
Road 509
Class 4
3
600
1
LCB
7.25
2
1.6
6.7
Road 509
Class 4
3
600
3
LCB
2.4
1
1
6.3
Road 509
Class 4
3
600
9
LCB
6.35
1
1
6.7
Road 509
Class 4
3
600
12
LCB
0.75
1.2
1.2
6.5
Road 509
Class 4
3
600
4
LCB
1.3
1
1
6.7
Road 509
Class 4
3
600
13
LCB
3.4
1
1
6.8
Road 509
Class 4
3
600
2
LCB
1.04
2.5
2.5
6.5
Road 509
Class 4
3
600
5
LCB
0.65
1
1
6.7
Road 509
Class 4
3
600
10
LCB
3.6
1
1
6.7
Road 509
Class 4
3
600
11
LCB
1.3
1
1
6.7
Road 509
Class 4
3
600
6
LCB
0.85
1.5
1.5
6.7
Road 509
Class 4
3
600
8
LCB
0.65
1
1
6.6
Robertsville Road
Class 6
3
49
400
G/S
5.1
0
0
5.6
Russ Brown Road
Class 6
2
49
448
G/S
2.7
0
0
3.5
Sand Lake Road
Class 4
2
100
64
LCB
0.4
0.5
0.5
5.0
Sand Lake Road
Class 4
2
100
63
LCB
1.7
0.5
0.5
6.0
Schonauer Road
Class 6
2
49
408
G/S
0.8
0
0
4.5
Schooner Road
Class 6
2
49
435
G/S
1.14
0
0
4.8
* G/S - Gravel Surface
LCB - Low Class Bituminous
HCB - High Class Bituminous
Page 4 of 5
SCHEDULE "B" TO BY-LAW
#89-13
TOWNSHIP OF NORTH FRONTENAC
LEVEL OF SERVICE POLICY FOR TOWNSHIP ROADS
ROAD SUMMARY BY NAME, CLASS, AADT
ASSET_NAME
-Class
Number-
-District
ID-
AADT
-Section
Number-
Surface
Type *
Length
(Km)
Shoulder
Width
Left (m)
Shoulder
Width
Right (m)
Surface
Width (m)
Shabomeka Lake Road
Class 4
1
100
92
LCB
1
0.8
0.8
6.7
Shabomeka Lake Road
Class 4
1
100
80
LCB
1.75
0.5
0.5
5.5
Shabomeka Lake Road
Class 6
1
49
451
G/S
3.15
0
0
7.5
Shiner Road
Class 6
3
49
401
G/S
3.7
0
0
5.0
Skootamatta Lake Road
Class 4
1
300
204
HCB
1
0.5
0.5
6.3
Skootamatta Lake Road
Class 4
1
300
203
HCB
0.65
0.5
0.5
6.2
Skootamatta Lake Road
Class 4
1
300
81
LCB
0.35
0.5
0.5
6.1
Smarts Road
Class 6
1
49
455
G/S
0.25
0
0
5.0
Smith Road
Class 4
2
100
46
LCB
1.1
0.3
0.3
5.3
Smith Road
Class 6
2
49
406
G/S
6.1
0
0
5.0
Snider Road
Class 6
1
49
78
LCB
0.65
0.3
0.3
6.4
South Bush Road
Class 6
3
49
422
G/S
6.4
0
0
4.4
South Lavant Road
Class 4
3
100
50
LCB
2
0.5
0.5
5.8
South Lavant Road
Class 4
3
100
51
LCB
3.35
0.5
0.5
5.2
South Mazinaw Heights Road
Class 4
1
100
207
HCB
0.5
0.3
0.3
6.2
South Mazinaw Heights Road
Class 4
1
100
206
HCB
1.1
0.3
0.3
6.2
South Mazinaw Heights Road
Class 4
1
100
205
HCB
0.35
0.3
0.3
5.8
South Road
Class 4
2
100
58
LCB
2.5
0.9
0.9
5.2
South Road
Class 6
2
49
429
G/S
0.7
0
0
4.0
South Road
Class 6
2
49
428
G/S
1.5
0
0
6.4
Spencer Road
Class 6
1
49
466
G/S
0.94
0
0
3.5
St. Pierres Road
Class 6
3
49
409
G/S
0.2
0
0
3.9
Station Road
Class 6
3
49
410
G/S
0.18
0
0
3.5
Station Road
Class 6
3
49
48
LCB
0.17
0
0
3.5
Struthadam Road
Class 6
2
49
432
G/S
6.22
0
0
2.9
Struthadam Road
Class 6
3
49
443
G/S
1.56
0
0
4.4
Sunday Lake Drive
Class 6
3
49
G/S
3.5
0
0
4.0 - 5.0
Swauger Lake Road
Class 6
2
49
426
G/S
0.5
0
0
4.0
Thompson Road
Class 6
1
49
457
G/S
0.51
0
0
4.5
Twin Oaks Road
Class 6
2
49
430
G/S
1.45
0
0
5.0
Veley Road
Class 6
1
49
458
G/S
0.68
0
0
4.5
Wellman Road
Class 6
1
49
452
G/S
0.28
0
0
4.0
Whites Road
Class 6
1
49
459
G/S
2
0
0
5.7
Wilbur Road
Class 6
3
49
415
G/S
4.33
0
0
4.2
Wintergreen Road
Class 6
1
49
464
G/S
5.6
0
0
5.0
TOTAL
334.11
* G/S - Gravel Surface
LCB - Low Class Bituminous
HCB - High Class Bituminous
Page 5 of 5
SCHEDULE "C" to BY-LAW #89-13
TOWNDHIP OF NORTH FRONTENAC
LEVEL OF SERVICE POLICY FOR TOWNSHIP ROADS
SEASONAL ROADS
Some part or all of each of these roads are seasonal in nature and are not maintained for their entire
length
ROAD NAME
AADT
SPEED
LIMIT
CLASS
DISTANCE
MAINTAINED
DISTANCE PLOWED
Browns Bay Road
49
50 km/h
6
0.65 km
0.1 km
Chatham Road
49
50 km/h
6
2.1 km
NONE
Crotch
Road
Lake
Access
49
50 km/h
6
1.09 km
0.1 km
Gutheinz Road
49
50 km/h
6
2.0 km
NONE
Greer Road
49
50 km/h
6
5.1 km
4.0 km
James Road
49
50 km/h
6
0.8 km
0.36 km
Ladyslipper Road
49
50 km/h
6
0.3 km
NONE
Mountain
Road
(Mackie Lake Road)
49
50 km/h
6
14 km
10.1 km
Morrow Road
49
50 km/h
6
3.7 km
NONE
Quackenbush Road
49
50 km/h
6
2.5 km
NONE
Russ Brown Road
49
50 km/h
6
2.7 km
Only By Request
Shiner Road
49
50 km/h
6
3.7 km
2.5 km
South Bush Road
49
50 km/h
6
6.4 km
2.0 km
Struthadam Road
49
50 km/h
6
6.6 km
From River Road for 1.6