Private Entranceway Construction and Front-Yard Ditch Filling By-law 2023-21
Prescott and Russell, Ontario
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The Corporation of the
United Counties of Prescott and Russell
By-law 2023-21
To regulate the use of the municipal right of way in the United Counties of
Prescott and Russell.
Whereas subsection 8(1) of the Municipal Act, 2001, S.O. 2001, c. 25, as amended,
(the "Act") provides that the powers of a municipality shall be interpreted broadly so as
to confer broad authority on municipalities, a) To enable them to govern their affairs as
they consider appropriate; and b) to enhance their ability to respond to municipal issues;
And whereas subsection 11(3) of the Act provides that the Corporation of the United
Counties of Prescott and Russell may pass by-laws with respect to the use of its
highway and matters concerning drainage;
And whereas subsection 391(1) of the Act provides that without limiting sections 9, 10
and 11, those sections authorise the Corporation of the United Counties of Prescott and
Russell to impose fees or charges on person, for a)Services or activities provided or
done by or on behalf of it; b) Costs payable by it for services or activities provided or
done by or on behalf of any other municipality or any local board; and c) The use of its
property including property under its control;
And whereas section 10 of Ontario regulation 584/06 under the Act authorises the
Corporation of the United Counties of Prescott and Russell to impose fees and charges
to recover the municipality's reasonable costs for issuing permit with respect to
telecommunications, electricity and gas services and activities to place the works on a
municipal highway and to cut the pavement of or otherwise dig up a municipal highway
for the works;
And whereas subsection 27(1) of the Act authorises the Corporation of the United
Counties of Prescott and Russell to pass by-laws in respect of a highway under its
jurisdiction;
And whereas Council deems it expedient to regulate the construction of entrances upon
any County road forming part of the County roads' system of the Corporation of the
United Counties of Prescott and Russell;
And whereas Council deems it expedient to prohibit the obstruction of drainage ditches,
watercourses and other water outlets within the Corporation of the United Counties of
Prescott and Russell;
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And whereas Council deems it desirable that criteria should be established to govern
the installation of objects in, on, within or under roads, sidewalks and road allowances
under the jurisdiction of the Corporation of the United Counties of Prescott and Russell.
The Council of the Corporation of the United Counties of Prescott and Russell
enacts as follows:
1. Definitions
The following definitions apply to this By-law:
"Applicant" means any person, group or corporate body who applies to the Corporation
for permission to construct an entrance or a front yard ditch filling;
"Commercial Entrance" means an entrance opening onto a County Road from a
property used for commercial, industrial or institutional use or a combination thereof and
includes residential properties such as apartments, townhouse developments and other
multiple dwelling unit developments having common parking areas;
"Corporation" or "County" or "Counties" means the Corporation of the United Counties of
Prescott and Russell;
"Built-up area" means a territory contiguous to a highway, where:
a. the posted speed limit is 60 km/h or less; and
b. not less than 50 per cent of the frontage upon one side of the highway for a
distance of not less than 200 metres is occupied by dwellings, buildings used
for business purposes, schools or churches; and
c. not less than 50 percent of the frontage upon both sides of the highway for a
distance of not less than 100 metres is occupied by dwellings, buildings used
for business purposes, schools or churches, or
d. not more than 250 metres of the highway separates any territory described in
clause (b) or (c) from any other territory in clause (b) or (c).
"Director" means the Director of Public Works of the Corporation of the United Counties
of Prescott and Russell appointed to administer and manage the provisions of this by-
law and includes his authorized subordinates and assistants.
"Engineering investigation" means exploratory excavation, and the installation and use
of boreholes and monitoring wells in the road
"Entrance" means any driveway, laneway, private road, entrance or other structure or
facility constructed or used as a mean of access and/or egress to and/or from a highway
under the jurisdiction of the Corporation, herein defined as a County Road;
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"Excavation" means breaking, digging up, tearing up, tunneling, boring, coring, attaching
to, cutting into or removing of any portion of the surface or subsurface of a road,
including pavement, sidewalk, curbs, ditches, gutter or the boulevard;
"Farm Entrance" means an entrance opening onto a County Road from an active farm
or other agricultural use, primarily for access to barns and outbuildings;
"Field Entrance for crop harvesting" means an opening onto a County Road from a field
forming part of a farm. It shall be used only for the purpose of harvesting crops, but not
for access to buildings of any type and not for the passage of animals;
"Final Acceptance" means the date that the reinstated Road Cut is finally re-inspected
pursuant to section 14 of this By-law.
"Front yard ditch filling" means the tiling and covering or filling in, of a County roadside
ditch, in front, on the side or in the rear of the property for the purpose of improving a
lawn or other frontage, sideyard or backyard;
"Hard surface" means any portion of the road including but not limited to the pavement
layer(s), concrete layer(s), road base, road sub-base, gravel surface, road shoulder,
shoulder rounding, sidewalks, multi-use pathway, curb and any other paved, concrete or
gravel surfaces within the ROW.
"Municipal Consent" or "MC" means the written consent of the Counties, with or without
conditions, to allow a public utility service to perform work within the Road right of way.
"Permit Holder" means the Person to whom a Permit is issued and includes an
authorised owner, a property owner, an individual, an association, a partnership or a
corporation or any other agents or contractor carrying out any works within the right-of-
way.
"Preliminary Acceptance" means the date that the completed Road Cut works are
initially inspect by the Counties, subject to the Final Acceptance inspection
"Public Entrance" means an entrance opening onto a County road from a public road,
street or highway or other thoroughfare, maintained by a municipality or other authority;
"Public utility service" means any telecommunications, electricity and gas services
company and shall include an individual, an association, a partnership or a corporation
or any other agents, contractor subcontractors carrying out any works for the company.
"Residential Entrance" means an entrance opening onto a County Road from one or
more residential dwelling units where there is no common parking area;
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"Right-of-way" or "ROW" means a common and public highway, street, avenue,
parkway, driveway, square, place, bridge, viaduct or trestle, any part of which is
intended for or used by the general public for the passage of vehicles and pedestrians
and includes the area between the lateral property lines thereof all of which are under
the jurisdiction of the Corporation.
"Road" means a road allowance and includes all lands and structures contained within
the outer limits of the allowance including grassed areas, ditches, curbs, gutters,
sidewalks and other structures and includes a "Highway" as defined under the Highway
Traffic Act (Ontario) which is under the jurisdiction of the Counties;
"Road Cut" means a surface or subsurface cut in any part of a Road made by any
means, including any excavation, reconstruction, cutting, saw cutting, overlaying, crack
sealing, breaking, boring, jacking or tunneling operations;
Security" means cash, certified cheque, letter of credit or bearer bonds approved by the
Corporation of the United Counties of Prescott and Russell;
"Service Station" means a place where fuel is sold for road vehicles.
"Temporary Entrance" means an entrance that will be used for a limited period of time to
permit construction or other short-term access.
"Temporary road occupation" means the temporary occupation of any portion of a road,
including events in right-of-way, for the placing or operation of any machinery, vehicles,
storage containers, waste bins, materials, mobile cranes, construction safety fencing,
overhead construction safety fencing, temporary/mobile construction office trailers,
hoists and platforms, crane booms extending from other land into the airspace over a
road.
"Work" means, but is not limited to, any temporary road occupation, road cut,
excavation, engineering investigation, installation, removal, construction, maintenance,
repair, replacement, relocation, adjustment, breaking up, disturbance or alteration of
equipment within a road.
2. Entrances and private access
2.1.
Application
2.1.1. No person, group or corporate body shall undertake to construct, alter or change
an entrance or the use of an entrance or shall proceed with the filling or
alteration of a front yard ditch adjacent to a County Road, until he has obtained a
permit issued from the Corporation and paid the prescribed fees, if any, as per
the Fees and Charges By-law.
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2.1.2. Each application for a permit shall be made on the form provided by the Director
and shall be accompanied by proof of ownership of the subject property or any
other requested documents satisfactory to the Director.
2.1.3. The installation permit shall be issued on behalf of the Corporation by the
Director subject to the terms and conditions provided herein and shall be valid
only upon the completion of the terms and conditions contained therein.
2.1.4. The cost of construction or alteration of all entrances or front yard ditch filling,
including the construction of catch basins, curbs, gutters, sidewalks, islands,
granular, pipes, vegetation or other necessary appurtenances shall be borne
entirely by the permit holder as per the general requirement identified in
Schedule D, County standards and to the satisfaction of the Director.
2.1.5. Every application for a permit shall be subject to a fee and security deposit, as
set out in the Fees and Charges By-law. No permit shall be issued until the
required security has been deposited and the fee has been paid. No fee paid for
a permit shall be refunded. If the Director is satisfied that all the requirements of
the permits have been met, the applicant's security deposit will be returned. In
the event that a permit is not approved by the County for issuance, the security
deposit is refundable. Where the Counties are aware that an application will
automatically be denied and the intention of the application is to appeal the
decision (e.g. following pre-consultation with the Public Works Department) the
security deposit will not be required until the appeal decision is granted as per
subsection 2.6 of this by-law.
2.1.6. Where the applicant wishes to construct an entrance and/or a front yard ditch
filling, the Director shall determine the size, location and mode of construction of
the culvert, bridge, pipe or other structure to be used in the construction of an
entrance and/or front yard ditch filling and he shall state these requirements and
any other special provisions he deems necessary on the permit issued to the
applicant.
2.1.7. No person shall obstruct any ditch, drain, watercourse or culvert either situated
on or adjacent to a County road or any ditch, drain, watercourse or culvert
providing an outlet for water discharged from a County Road.
2.1.8. Each entrance or front yard ditch filling onto a County Road must be designed,
constructed and maintained in a manner that will prevent surface water from
adjoining properties being discharged via the entrance onto the travelled portion
of the County Road.
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2.2.
Restriction regarding location of entrances
2.2.1. For Residential Entrance, where an alternate means of access is available,
either by connection to the lower tier road system, lower traffic volume County
Road, lower County Road classification, private road, fire route or a joint mutual
entrance, direct access onto the County Road system, higher traffic volume
County Road or higher County Road classification will be denied.
2.2.2. For Commercial Entrance, where an alternate means of access is available,
either by connection to the lower tier road system, lower traffic volume County
Road, lower County Road classification, private road, fire route or a joint mutual
entrance, direct access onto the County Road system, higher traffic volume
County Road or higher County Road classification will be denied unless the
Director, in its sole discretion, deems a secondary Commercial Entrance
appropriate for the property. In this case, the entrance shall be:
2.2.2.1.
Designed and constructed, to the satisfaction of the Director, to physically
restrict the movements at the access point (e.g. Right in/Right with
concrete centreline median) with adequate entrance spacing; or
2.2.2.2.
Designed and constructed, to the satisfaction of the Director, as a single
lane narrow exit only (right-out) with:
a.
proper geometric features (e.g. curbs constructed to restrict access) or
physical restrictions (e.g. automatic operable gates);
b.
adequate entrance spacing; and
c.
which in the opinion of the Director will not be hazardous and will
maintain a high level of service for through-traffic.
2.2.3. Each application for a permit shall be made on the form provided by the Director.
2.2.4. An entrance will not be permitted in a location that in the opinion of the Director
would cause a traffic hazard.
2.2.5. A new Residential Entrance, Farm Entrance, Field Entrance or Field Entrance
for crop harvesting will only be permitted if it meets all of the minimum
requirements listed in Schedule B.
2.2.6. A new Commercial Entrance will only be permitted if it meets all of the minimum
requirements listed in Schedule B.
2.2.7. Unless otherwise specifically indicated in this By-law, a maximum of one
entrance may be approved for each existing lot. A second entrance shall not be
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permitted unless it is an auxiliary Field entrance, an auxiliary Farm entrance or
an auxiliary Field entrance for crop harvesting used solely for agricultural
purposes or is replacing an existing entrance which is not an auxiliary field
entrance and meets all of the requirements listed in Schedule B.
2.2.8. A maximum of two commercial entrances per lot may be approved for
2.2.8.1.
A Service Station where it can be demonstrated that the size, shape or
area of the lot is not suitable to accommodate proper vehicle
manoeuvering; or
2.2.8.2.
Other large commercial developments which respects the entrance
specifications described in this By-law where the Director, in its sole
discretion, deems a secondary Commercial Entrance appropriate for the
property.
2.2.9. A maximum of two entrances per lot may be approved where a lot is separated
by a physical barrier (e.g. river, creek, stream, municipal drain).
2.2.10. When located within an urban residential or built-up area, a maximum of two
entrances per lot may be approved to provide access for a semi-detached
dwelling.
2.2.11. A maximum of two existing entrances per existing lot or severed lot and/or
retained lot may be permitted to remain on a County Road however the Director,
in its sole discretion, reserves the right to eliminate one of the two existing
entrances as required in order to comply with the provisions of this By-law and
the owner shall be required to apply for a permit to remove such entrance.
2.2.12. No new (additional) entrance permits shall be granted to existing lots which have
an existing approved entrance whether shared or otherwise onto a County
Road. Should an existing lot have more than one existing entrance, the
Director, in its sole discretion, reserves the right to eliminate as many entrances
as required in order to comply with the provisions of this By-law and the owner
shall be required to apply for a permit to remove such entrance(s).
2.2.13. Unless for a lot severance in relation to a farm lot surplus, no new entrance for
existing lot or severed and/or retained lot shall be permitted on a County Road
where the average minimum spacing is less than those established in Schedule
B.
2.2.14. Where it is not possible to meet a minimum spacing between adjacent entrances
as noted in this by-law, a shared mutual entrance may be granted. A shared
mutual entrance shall straddle the shared mutual property line between the two
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land parcels. If a property cannot be serviced by a shared mutual entrance,
approval of an entrance will be denied.
2.2.15. A new entrance may be permitted for an existing lot where no entrance has
previously been provided, subject to the provisions of this By-Law.
2.2.16. A new entrance may be permitted where such a new entrance would replace an
existing entrance and would establish superior entrance standards over existing
conditions.
2.2.17. When an entrance is to be changed or altered or where the property is used for
any purpose other than its original use, a permit shall be required and the
installation must comply and be subject to all of the provisions set out in this by-
law including but not limited to the standards established in Schedule B.
2.3.
Maintenance
2.3.1. Property owners having access to a County Road are solely responsible for the
maintenance and replacement of the access including but not limited to the
removal of snow and ice, shoulder gravel and winter sand, keeping the portion of
the access within the right-of-way in a safe condition for vehicular traffic. Such
property owner shall ensure the replacement of all portions of the access as and
when necessary. A culvert pipe or any other structure installed under the terms
of this by-law shall be the property of the property owner and all subsequent
maintenance, repairs, alterations, replacements, etc., shall be the responsibility
of the property owner.
2.3.2. Any existing entrance or any entrance installed under the terms of this by-law
shall be the property of the property owner upon acceptance of the work and all
subsequent maintenance, repairs, alterations, replacements, surface repairs
etc., shall be the responsibility of the property owner. The applicant or his
successor shall maintain and replace from time to time, as required, any works
installed under the provisions of this By-Law and installed prior to the passing of
this By-Law.
2.3.3. Any existing front yard ditch filling or any front yard ditch filling installed under
the terms of this by-law shall be the property of the property owner upon
acceptance of the work and all subsequent maintenance, repairs, alterations,
surface repairs etc., shall be the responsibility of the property owner. The
property owner shall maintain and replace from time to time, as required, any
works installed under the provisions of this By-Law and works installed prior to
the passing of this By-Law.
2.3.4. Head walls, retaining walls or structures (ie pillars, timber/railway tie/ block/
stone/ brick walls or any other type of material) at culverts shall not be permitted
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within the County road allowance. These shall be removed by the applicant
upon written direction issued by the Director. The Public Works Department
shall not be responsible for replacing any structures connected with any
entrance while doing any maintenance work within the road allowance.
2.3.5. Curbing shall be permitted for commercial and/or urban entrances provided it
conforms to the Ontario Provincial Standard Drawings, Specifications and/or the
County Standards and to the satisfaction of the County.
2.3.6. Where an existing entrance is affected solely by the reconstruction of a County
Road or the reconstruction or cleaning of a ditch, the County shall reinstate, at
the County's cost, the affected entrance only when the reconstruction of the
entrance or the cleaning or reconstruction of the ditch is required by the County
or for the Counties purposes. County shall reinstate the surface with asphalt or
gravel. The property owner shall be responsible for the reinstatement of any
other type of material on the surface. Any original materials of construction
salvaged, shall remain the property of the County.
2.3.7. The County shall maintain the authority to relocate/close any entrance that does
not comply with any section of the by-law.
2.3.8. Where an existing entrance is affected by a road construction, modification or
improvement project, the County shall maintain the authority to relocate any
entrance, at the County's costs, where it is cost effective for the County and/or
for safety reasons.
2.3.9. Where a property is affected by a road construction, modification or
improvement project and where there is more than one entrance for the lot being
affected, the County shall maintain the authority to close any entrance with the
exception of one entrance, at the County's costs.
2.4.
Temporary Entrance
2.4.1. Notwithstanding the provisions of this by-law, Temporary Entrances may be
permitted by the Director. The Director shall specify the mode of construction,
establish the standards and specifications of construction and establish the time
period the Temporary Entrance shall be permitted to exist.
2.4.2. If at the end of the specified time period for which a Temporary Entrance
installation permit was issued, the said permit is not renewed by the Director, or
the structure of the entrance removed, the applicant to which the permit was
issued shall be deemed to be causing an obstruction and the provisions of this
by-law shall be applied.
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2.5.
Time Limit
2.5.1. The construction of an entrance or a front yard ditch filling, in accordance with
the specifications established in this By-Law, shall be completed within six (6)
months from the date of issuance of the installation permit. The Director may,
upon application, renew or extend any permit issued under this By-Law, at no
charge to the applicant, if it is deemed appropriate by the Director, in his sole
discretion.
2.5.2. The County reserves the right to refuse approval of any application or remove an
existing entrance should it be determined that any one of the objectives or
requirements of the By-Law is or will be compromised as determined at the sole
discretion of the Director.
2.6.
Appeal of refusal of entrance
2.6.1. Entrance applications that do not conform to this by-law shall be denied and the
applicant shall be so informed in writing within five days of the Director's
decision. The applicant's security deposit, if received by the Counties at the
time of the application as per the Fees and Charges By-law, will be retained by
the Counties for a period of sixty (60) calendar days following the application
refusal, unless the applicant confirms by writing that he will not be proceeding
with an appeal to a decision. If no application for an appeal is made to the
Director after sixty (60) calendar days, the Counties will release the deposit. A
person who wishes to appeal a decision of the Director made pursuant to this
by-law may appeal the Director's decision in accordance with the following:
2.6.1.1.
An application for an appeal shall be made to the Director within sixty (60)
calendar days of the date of the denied application letter and shall be
accompanied by a non-refundable administrative fee as specified in the
Fees and Charges By-law for each denied application under the provisions
of this by-law;
2.6.1.2.
County Council (or a Committee to whom this function has been delegated)
shall, within a reasonable time after receiving an application for an appeal,
hold a hearing at a place and time determined by County Council (or the
applicable committee) in order to allow the applicant an opportunity to
make representations. A written summary of the applicant's presentation
to the Committee or Council must be submitted to the Director no less than
ten business days before the date of the hearing. The applicant's
summary shall be distributed to County Council (or the applicable
committee). The applicant's verbal presentation to County Council (or the
applicable committee) shall be no longer than ten minutes.
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2.6.1.3.
Should the applicant's appeal be granted, the applicant security deposit will
be retained and the permit fee as per the Fees and Charges By-law shall
not apply if already paid in the original application. If no security deposit
was deposited with the application, the applicant must provide the security
deposit as specified in the Fees and Charges By-law in order to receive the
permit.
2.6.1.4.
Should the applicant's appeal be denied, the permit fee as per the Fees
and Charges By-law will not be refunded to the applicant. The security
deposit will be returned if it was received by the Counties at the time of the
application.
3. Work in right of way
3.1.
Application
3.1.1. No person, group, municipality, public utility service or corporate body shall
undertake any work within the County Road right-of-way without first obtaining a
permit issued from the Corporation.
3.1.2. Every application for a work in right-of-way permit shall be made to the Director
on the prescribed form andno permit shall be issued until the required permit
fees and security deposit, as prescribed in the Fees and Charges By-law, has
been paid and deposited to the Corporation.
3.1.3. This By-law shall not apply so as to require a security deposit from a public utility
service or a subcontractor acting on behalf of the public utility service in the
Counties unless stated otherwise in the executed Municipal Access Agreement
between the Corporation and the public utility service.
3.1.4. If a public utility service has obtained a Municipal Consent and paid the
prescribed permit fees, the public utility service or its subcontractor executing
the work will be required to obtain a work in right of way permit however will be
relieved from the permit fees as set out in the Fees and Charges By-law.
3.1.5. If a public utility service or a permit holder has obtained a municipal consent or a
permit and has not commenced construction of the approved work associated
with a particular MC or permit within one (1) year of the date of issuance of the
MC or permit and has not sought and received an extension to the MC or the
permit from the Counties, which extension shall not be unreasonably withheld,
the MC or permit shall be null and void. Furthermore, if onsite work has not
commenced within ninety (90) days of issuance of the work in right-of-way
permit in relation to a particular MC or permit, the public utility service or permit
holder must notify the Counties two (2) weeks prior to starting the work. The
Director may, upon application, renew or extend any permit issued under this
By-Law, at no charge to the applicant, if he deems it expedient.
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3.2.
Reinstatement
3.2.1. Every work in right of way shall be reinstated as per the County standards and to
the satisfaction of the County.
3.2.2. The permit holder shall remain responsible for satisfactory performance of the
reinstatement of the work in right of way for a period of two (2) calendar year
following the date of the Preliminary Acceptance.
3.2.3. After the expiration of two (2) calendar years from the date of the Preliminary
Acceptance, the reinstated work in right-of-way shall be re-inspected and, if not
approved for Final Acceptance, the permit holder shall repair the deficiencies as
stated by the Director, to the satisfaction of the Counties.
4. Event in right-of-way
4.1.1. No person, group, municipality or corporate body shall undertake any event
which requires the occupation and disruption of traffic within the right-of-way
without first obtaining a permit issued from the Corporation and paid the
prescribed fees, if any, as per the Fees and Charges By-law.
4.1.2. Each application for an event permit shall be made on the form provided by the
Director and shall be accompanied by a letter of support or resolution from the
local municipality supporting the event and/or any other requested documents
satisfactory to the Director.
5. General
5.1.
Application
5.1.1. Section 5 of this by-law applies to all work prescribed in this by-law.
5.1.2. All works described in this by-law shall conform and be completed as per the
County standards and to the satisfaction of the County.
5.2.
Remedial Action
5.2.1. Every person who fails to comply with the requirements set out in this By-law,
shall by the date specified within any notice by the County, take all necessary
steps to comply. The notice shall contain:
5.2.1.1.
The municipal address and/or the legal description of the property on which
the person fails to comply with the requirements set out in this By-law;
5.2.1.2.
A description of the By-law and/or the permit provisions that have not been
complied with;
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5.2.1.3.
A statement that the works, entrance and/or front yard ditch filling must be
brought into compliance with the provisions of this By-law and/or the
conditions of the permit issued, if any, for the works, entrance and/or front
yard ditch filling or to remove the works, entrance and/or front yard ditch
filling within the time specified; and
5.2.1.4.
A statement that if the notice is not complied with, the County may do the
work at the expense of the applicant, permit holder or person failing to
comply.
5.2.2. A notice issued under this by-law shall be served personally to the applicant,
permit holder or the person failing to comply or by prepaid registered mail to the
last known address of the applicant, permit holder or the person failing to
comply.
5.2.3. In the event that an entrance or front yard ditch filling has not been constructed
or installed in accordance with the Permit, it shall be reinstated or removed by
the applicant, permit holder or the person failing to comply upon written notice
issued by the County. Failure to do so will result in the reinstatement or removal
by the County at the expense of the applicant, permit holder or person failing to
comply and the cost thereof shall be deducted from the security deposit held by
the Counties, if any, and the applicant, permit holder or person failing to comply
shall be liable to the Counties for any shortfall.
5.2.4. Any person found to be obstructing a drain, ditch, watercourse or culvert, shall,
when requested, verbally or by written notice, by the Director to do so, remove
the obstruction within such time as is reasonable having regards to all
circumstances but, in any event, if for an emergency, within twenty-four (24)
hours. Failure to do so will result in the removal of the obstruction by the County
at the expense of the permit holder or the person failing to comply.
5.2.5. In the event that a person fails to comply with the notice provided by the County,
the County may do the work at the expense of the applicant, permit holder or the
person failing to comply.
5.2.6. In the event of unsatisfactory performance by the reinstated work in right-of- way
during the two (2) year period following Preliminary Acceptance or of
unsatisfactory condition on final inspection, the permit holder shall be notified of
remedial works required and if such required work has not been satisfactorily
completed within five (5) working days from notification, the Director shall have
the required work completed at the applicant, permit holder's or person failing to
comply sole expense, and the cost thereof shall be deducted from the security
deposit held by the Counties, if any, and the applicant, permit holder or person
failing to comply shall be liable to the Counties for any shortfall.
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5.2.7. Any costs incurred by the County pursuant to Section 5 of this by-law which are
in excess of the amount deposited at the time of the permit, if any, shall be paid
by the applicant, permit holder or the person failing to comply to the County
within thirty (30) days of the mailing of an invoice by the County addressed to
the applicant, permit holder or the person failing to comply at its last known
address for such amount in excess. Pursuant to Section 446(3) of the Municipal
Act, 2001, S.O. 2001, c.25, any costs incurred by the County under this clause
may be recovered in like manner and with the same priority as municipal taxes,
through a request by the County to the applicable local municipality.
5.3.
Exception
5.3.1. This By-Law shall not apply so as to require a permit fee and a security deposit
from any local municipality, in the Counties nor to any railway incorporated
under the laws of Canada.
5.4.
Notice for temporary closing of a highway
5.4.1. Prior to any workin the right of way which will result in the complete closing of
the Road to traffic during any part of a day, the applicant or the permit holder
shall comply and respect the Temporary closing of a highway Section pursuant
to the Corporation's By-law that temporarily authorize lower rate of speeds,
construction zones, stop signs and road closure and to temporarily prohibit
heavy trucks on County roads, as amended.
5.5.
Traffic Control Plan
5.5.1. Prior to any work in the right-of-way the applicant or permit holder shall hire a
"competent person" as defined under the Occupational Health and Safety Act
and shall submit a Traffic Control Plan as per the Ontario Traffic Manual Book 7,
as amended, to the Director, which Traffic Control Plan must be approved in
writing prior to proceeding with any work.
5.6.
Insurance
5.6.1. If the Corporation has deemed the work carried out to be non-specialized and
approved the undertaking party and permit holder to be the landowner(s) they
shall provide and maintain for the duration of the project a Habitational
Insurance policy specified in Section 1 of Schedule A of this by-law.
If the Corporation has deemed the work carried out to be non-specialized and
identified an exposure to third parties yet conditionally approved the undertaking
party and permit holder to be the landowner(s) they shall provide and maintain
for the duration of the project a Commercial General Liability Insurance policy
specified in Section 2 of Schedule A of this by-law.
If the Corporation has deemed or been advised that the work carried out to be by
a "competent person" as defined under the Occupational Health and Safety Act
15
the "competent person" shall provide and maintain for the duration of the project
applicable insurance policies as set out in Section C of Schedule A of this by-law.
5.6.2. For work in right-of-way permit, the insurance coverage referred to above shall
be maintained for three (3) years following the date of Preliminary Acceptance.
5.7.
Indemnification
5.7.1. The permit holder shall defend, indemnify and save harmless the Corporation,
their elected officials, officers, and employees from and against any and all
claims, actions, losses, expenses, fines, costs (including legal costs), interest or
damages of every nature and kind whatsoever, including but not limited to bodily
injury or to damage or destruction of tangible property including loss of revenue
arising out of or allegedly attributable to the negligence, acts, errors, omissions,
execution, failure to execute, improper workmanship from any and all work
authorized by this by-law, whether willful or otherwise, on the part of the permit
holder, their officers, agents, employees, volunteers, guests, invitees,
contractors, subcontractors or others who the applicant is legally responsible.
This indemnity shall be in addition to and not in lieu of any insurance to be
provided by the permit holder in accordance with this by-law.
5.8.
Responsibility for claims
5.8.1. A permit holder shall be responsible for all loss or damages arising directly or
indirectly from the work done by or for the permit holder.
5.8.2. Where a road or public utility within the right-of-way has been damaged by a
permit holder, the reinstatement of such damaged infrastructure shall be
completed in conformance to the Corporation or subject public utility standards.
5.9.
Offence and Penalty Provisions
5.9.1. Any person who contravenes the provisions of this by-law may be guilty of an
offence and, is subject to a fine under the applicable legislation.
5.10. Repeal
5.10.1. By-law Numbers 2013-26, 2021-19 and 2021-42 are hereby repealed.
By-law read a first, second, and third time, and passed on May 24, 2023.
Normand Riopel, Warden
Mélissa Cadieux, Clerk
Normand G Riopel
Signé avec CertifiO (24/05/2023)
Vérifiez avec verifio.com ou Adobe Reader.
Mélissa-Claire Cadieux
Signé avec CertifiO (24/05/2023)
Vérifiez avec verifio.com ou Adobe Reader.
16
Schedule A to By-law 2023-21
Section 1 - Minimum insurance requirements for entrance and front yard ditch
filling for landowner(s)
The landowner(s), at the application process and prior to the commencement of work,
shall provide and maintain for the duration of the project, a Habitational Insurance policy
with a liability limit of not less than $2,000,000 per occurrence.
Prior to commencement of work, the landowner shall provide to the Counties with a copy
of their policy or confirmation by way of a certificate of insurance confirming the
aforementioned insurance. The insurance policy will be in a form and with a company
which are, in all respects, acceptable to the Counties.
Section 2 - Minimum insurance requirements for entrance and front yard ditch
filling for landowner(s) if County identified an exposure
Commercial General Liability Insurance
Commercial General Liability Insurance issued on an occurrence basis for an amount of
not less than $2,000,000. per occurrence / $2,000,000. annual aggregate for any
negligent acts or omissions by the landowner(s) relating to their obligations under this
provision. Such insurance shall include, but is not limited to bodily injury and property
damage including loss of use; personal injury; contractual liability; premises, property &
operations; non-owned automobile; broad form property damage; broad form completed
operations; owners & contractors protective; occurrence property damage; products;
volunteers as Additional Insured(s); contingent employers liability; tenants legal liability;
cross liability and severability of interest clause
This insurance shall be non-contributing with and apply as primary and not as excess of
any insurance available to the Counties.
Automobile Liability Insurance
Automobile liability insurance with respect to owned or leased vehicles used directly or
indirectly in the performance of the services covering liability for bodily injury, death and
damage to property with a limit of not less than $1,000,000. inclusive for each and every
loss.
Environmental Impairment Liability (if applicable)
The landowner shall effect and maintain Environmental Impairment Liability with a limit of
not less than $1,000,000. Per Incident /Annual Aggregate. Coverage shall include Third
Party Bodily Injury and Property Damage including on-site and off-site clean-up. If such
insurance is issued on a claims made basis, such insurance shall be maintained for a
period of two years subsequent to conclusion of services provided under this Agreement.
17
Prior to commencement of work, the landowner and / or permit holder shall provide to the
Counties with a certificate of insurance or copies of the policies confirming the
aforementioned insurance. The insurance policy will be in a form and with a company
which are, in all respects, acceptable to the Counties.
Section 3 - Minimum insurance requirements for any work in right-of-way when
performed by a contractor
Commercial General Liability Insurance
Commercial General Liability Insurance issued on an occurrence basis for an amount of
not less than $5,000,000. per occurrence / $5,000,000. annual aggregate for any
negligent acts or omissions by the contractor while carrying out the work associated with
the road permit. Such insurance shall include, but is not limited to bodily injury and
property damage including loss of use; personal injury; contractual liability; premises,
property & operations; non-owned automobile; broad form property damage; broad form
completed operations; owners & contractors protective; occurrence property damage;
products; employees as Additional Insured(s); contingent employers liability; tenants legal
liability; cross liability and severability of interest clause.
Such insurance shall add the United Counties of Prescott Russell and the landowner and
permit holder as Additional Insured with respect to the operations of the contractor. This
insurance shall be non-contributing with and apply as primary and not as excess of any
insurance available to the Counties and/or landowner. The contractor shall indemnify
and hold United Counties of Prescott Russell and the landowner harmless from and
against any liability, loss, claims, demands, costs and expenses, including reasonable
legal fees, occasioned wholly or in part by any negligence or acts or omissions whether
willful or otherwise by the contractor, their officers, employees or other persons for whom
they are legally responsible.
Automobile Liability Insurance
Automobile liability insurance with respect to owned or leased vehicles used directly or
indirectly in the performance of the services covering liability for bodily injury, death and
damage to property with a limit of not less than $2,000,000. inclusive for each and every
loss.
Environmental Impairment Liability (if applicable)
The Contractor shall effect and maintain Environmental Impairment Liability with a limit of
not less than $2,000,000. Per Incident /Annual Aggregate. Coverage shall include Third
Party Bodily Injury and Property Damage including on-site and off-site clean-up.
Coverage shall not be limited to sudden and accidental and contain no exclusion for
mould or microbial matter. If such insurance is issued on a claims made basis, such
insurance shall be maintained for a period of two years subsequent to conclusion of
services provided under this Agreement.
18
Such insurance shall add the United Counties of Prescott Russell and the landowner as
Additional Insured with respect to the operations of the contractor. This insurance shall
be non-contributing with and apply as primary and not as excess of any insurance
available to the Counties and/or landowner. The contractor shall indemnify and hold
United Counties of Prescott Russell and the landowner harmless from and against any
liability, loss, claims, demands, costs and expenses, including reasonable legal fees,
occasioned wholly or in part by any negligence or acts or omissions whether willful or
otherwise by the contractor, their officers, employees or other persons for whom they are
legally responsible.
The above noted policies shall not be cancelled, altered or lapsed unless the Insurer
notifies the Counties in writing at least thirty (30) days prior to the effective date of the
change or cancellation.
Prior to commencement of work, the landowner and / or contractor shall furnish to the
Counties with a certificate of insurance or copies of the policies confirming the
aforementioned insurance. The insurance policy will be in a form and with a company
which are, in all respects, acceptable to the Counties.
19
Schedule B to By-law 2023-21
Minimum Requirements for location of entrances
(This Schedule does not apply for entranceways within the Township of East Hawkesbury)
Classification of
entrance
Requirements
Agricultural/ Farm /
Field / or for harvesting
crop
a) If a non-County public road allowance is not
available to provide an entrance;
b) If on a major collector or Arterial road as identified
in the Counties Official Plan, not within 200 metres
of any entrance on the same side of the road or/and
from any intersection or/and from a public entrance;
c) If on a minor collector as identified in the Counties
Official Plan, not within 100 metres of any entrance
on the same side of the road or/and from any
intersection or/and from a public entrance;
d) Not within 50 metres of upon or across a day lighting
triangle, acceleration, deceleration or passing lane;
e) Not within 50 meters of a structure such as bridges
that may obstruct the vision of traffic using an
adjacent entrance and traffic on the County Road
approaching the entrance.
f) The sight distance equals or exceeds the distances
as contained in the Minimum Sight Distance Table
(1) which is contained in the schedule appended
hereto as Schedule C.
g) A Farm Entrance or Field Entrance shall only be
permitted for a property where the agricultural
activity takes place over an area of five or more
hectares or in such other circumstances deemed
appropriate by the Director.
h) The location of the entrance shall conform to the
local municipality's entrance policy and/or by-law.
Rural Residential
a) If a non-County public road allowance is not
available to provide an entrance;
b) If on a major collector or Arterial road as identified
in the Counties Official Plan, not within 200 metres
of any entrance on the same side of the road or/and
from any intersection or/and from a public entrance;
c) If on a minor collector as identified in the Counties
Official Plan, not within 50 metres of any entrance
on the same side of the road or/and from any
intersection or/and from any public entrance with
20
the exception of County Roads 4, 24, 26 and 10
east of St-Eugène where not within 45 metres of any
entrance on the same side of the road;
d) Not within 50 metres of upon or across a day lighting
triangle, acceleration, deceleration or passing lane;
e) Not within 50 meters of a structure such as bridges
that may obstruct the vision of traffic using an
adjacent entrance and traffic on the County Road
approaching the entrance.
f) The sight distance equals or exceeds the distances
as contained in the Minimum Sight Distance Table
(1) which is contained in the schedule appended
hereto as Schedule C.
g) The location of the entrance shall conform to the
local municipality's entrance policy and/or by-law.
Rural Commercial
a) If a non-County public road allowance is not
available to provide an entrance;
b) If on a major collector or Arterial road as defined in
the Counties Official Plan, not within 200 metres of
any entrance on the same side of the road or/and
from any intersection or/and from a public entrance;
c) If on a minor collector as defined in the Counties
Official Plan, not within 100 metres of any entrance
on the same side of the road or/and from any
intersection or/and from a public entrance;
d) Not within 50 metres of upon or across a day lighting
triangle, acceleration, deceleration or passing lane;
e) Not within 50 meters of a structure such as bridges
that may obstruct the vision of traffic using an
adjacent entrance and traffic on the County Road
approaching the entrance
f) If the sight distance equals or exceeds the distances
as contained in the Minimum Sight Distance Table
(1) which is contained in the schedule appended
hereto as Schedule C;
g) If the sight distance equals or exceeds the distances
as contained in the Minimum Sight Distance Table
(2) which is contained in the schedule appended
hereto as Schedule C;
h) If the horizontal curvature of the County Road is
greater than 500 metres;
i) The County Road Grade is 3% or less.
j) The location of the entrance shall conform to the
local municipality's entrance policy and/or by-law.
21
Urban Residential,
Built-Up areas and
Urban
Agricultural/Farm/Field,
and Urban Commercial
a) On urban road sections, in towns, villages, hamlets
and settlement areas, one entrance per lot shall be
permitted. The location of the entrance shall
conform to the local municipality's entrance policy
and/or by-law. In the absence of such a policy
and/or by-law, the distance between adjacent
Residential Entrances shall be no less than the
distance between existing entrances on the urban
road section.
b) Unless
otherwise
specified
under
a
local
municipality's entrance policy and/or by-law, the
distance between adjacent Residential Entrances
shall not be applicable to entrances providing
access to semi-detached dwellings.
c) In built-up areas that are not designated as towns,
villages, hamlets or settlement areas, Residential
Entrances will be permitted only where the need for
the entrance is as a result of "in-filling" and the
mandatory road safety criteria are met. In any case
only one entrance per lot shall be permitted.
d) Non-agricultural entrances which extend the limits
of existing urban or built-up areas shall not be
permitted.
Note: The most restrictive criteria will dictate if an entrance can be permitted and if so
the location of the entrance
22
Schedule C to By-law 2023-21
Minimum Sight Distance
(This Schedule does not apply for entranceways within the Township of East Hawkesbury)
MINIMUM SIGHT DISTANCE TABLE (1) - RESIDENTIAL
Speed Limit
km/h
Sight Distance for flat
grade less than 3%
(metres)
Sight Distance on a
grade of 3% or greater
(metres)
40
45
45
50
65
65
60
85
90
70
110
120
80
140
155
90
170
190
100
200
220
MINIMUM SIGHT DISTANCE TABLE (2) - COMMERCIAL/AGRICULTURAL
Speed Limit (km/h)
Sight Distance (metres)
50
120
60
140
70
160
80
180
90
200
100
230
23
Schedule D to By-law 2023-21
General requirements for entrance and front yard ditch filling
The diameter, gauge, length and type of culvert to be used to convey surface water
drainage either through an entrance or a front yard ditch filling shall be determined by the
County with the minimum size of culverts to no less than 450 mm in diameter and 9 meters
in length. A larger size culvert may be required depending on the contributing drainage
area, as determined by the Director. Side slopes shall be no steeper than ratio of 2
(horizontal) to 1 (vertical).
Only new standard corrugated steel pipe with a minimum wall thickness of 1.6 mm for
pipes size up to 1,200 mm or high-density polyethylene (HDPE) materials 320 kpa for
entrances and 210 kpa for front yard ditch filling; approved by the Director shall be used.
The wall thickness for corrugated steel pipes with a larger diameter than 1,200 mm shall
be evaluated on a case by case basis.
Culverts shall be installed at the proper grade so as to provide free and unimpeded flow
of water through the culverts. The culvert shall be centred on the entrance and in the ditch
line unless otherwise approved by the Director. The invert of the culvert must be set plus
or minus 150 mm below the existing ditch grade.
The entranceway construction will be substantially completed when the work has been
completed in conformance with County Standards, to the satisfaction of the Director and
when the surface of the entrance is covered with a minimum granular "A" thickness of
150mm for granular entrance or finished with pavement, pavers or concrete for other
finish type of entrance.
The front yard ditch filling construction will be substantially completed when the work has
been completed in conformance with County Standards, to the satisfaction of the Director
and when the surface of the front yard ditch filling has been covered with topsoil and when
grass has grown. A front yard fill application could be denied if it implies a connection to
a cross-culvert inlet or outlet that would cause restrictions in the maintenance or
replacement of that cross-culvert.
Except for semi-detached dwelling located within an urban or built-up area, Residential
entrance surface width shall be no wider than 7 metres. A Residential entrance for a semi-
detached dwelling located within an urban or built-up area shall be no wider than 6 metres
however in this specific case two entrances may be combined to form a 12m wide
entrance. Commercial entrances surface shall be no wider than 9 metres unless
otherwise approved by the Director. Agricultural, Farm and Field entrances surface shall
be no wider than 12 metres. Field entrance for crop harvesting shall be no wider than 27
meters.
The use of water tanks, barrels, concrete blocks, concrete pipe, used corrugated steel
pipe or used plastic pipe shall not be permitted.
24
Applicants shall acknowledge that they may be required to submit a site grading plan
depicting the existing topography and the proposed site grades, spot elevations, swales,
cross-sections etc., at the discretion of the Director.
Applicants shall acknowledge that they may be required to install catch basins, clean-
outs, inlet and other structures as may be necessary to facilitate drainage from or
alongside the road, at their cost. Only new manufactured components (grills, tees, catch-
basins, manholes, couplers, etc.) of the exact same type and size as the pipes shall be
used for the construction of the front yard fill and entrance.
25
Schedule E to By-law 2023-21
Please see attached UCPR standards drawings. The standard drawings may be
amended from time to time at the discretion of the Director.
Entrance standard drawings
UCPR ENT-01-EN
UCPR ENT-01-FR
Front Yard Ditch Filling standard drawings
UCPR DF-01-EN
UCPR DF-01-FR
Work in right-of-way reinstatement standard drawings
UCPR RC-01-EN
UCPR RC-01-FR
UCPR RC-02-EN
UCPR RC-02-FR
UCPR RC-03-EN
UCPR RC-03-FR
TOUTES SECTIONS
DE LA BASE DE
CHEMIN DEVRONT -*"""""""""*"""""""""*""",....._..,......,....._......,.,....._"'"°"'_
COUCHE D'ASPHALT
EXISTANTE
TOUTE SURFACE COUPEE
DEVRA ETRE COLLEE AVANT
L'INSTALLATION D'ASPHALTE
ETRE COMPACTEES
(VOIR NOTE 5)
GRANULAIRE "B- TYPE 2
RECONSTRUIRE LA BASE DE CHEMIN EN
UTILISANT LE MEME TYPE ET EPAISSEUR
DE GRANULAIRE QUE CELUI EXISTANT,
CEPENDANT LES STANDARDS MINIMUMS
DOIVENT ETRE RESPECTES
600rrm MINIMUM
, -
SOL EXISTANT
REUTIUSER LE MATERIEL EXCAVE (NATIF) POUR
REMBLAYER CETTE SECTION DE LA TRANCHEE SAUF
POUR LA BASE ET COUVERT DU TUYAU 00 LES
STANDARDS APPROPRIES GOUVERNE. AUX ENDROITS 00
LE MATERIEL EXCAVE EST INAPPROPRIE EN RAISON DE
L'HUMIDITE OU DE CONTAMINATION, UN MATERIEL
SIMILAIRE AU NATIF ADJACENT DEVRA ETRE IMPORTE
' SINON UN CONE DE GIVRE DEVRA ETRE CONSTRUIT.
DETAIL DE RECONSTRUCTION DU CHEMIN (3 EPAISSEURS) EPAISSEUR DU PAVE > 1 OOmm
COUCHE D'ASPHALT
EXISTANTE
TOUTES SECTIONS
DE LA BASE DE
CHEMIN DEVRONT _..._....,_..........,._........,..........,,._...-+-_'"""""_...__........,._"'"""".....,.....
ETRE COMPACTEES
UNIFORMEMENT
(VOIR NOTE 5)
GRANULAIRE -B- TYPE 2
RECONSTRUIRE LA BASE DE CHEMIN EN
UTILISANT LE MEME TYPE ET EPAISSEUR
DE GRANULAIRE QUE CELUI EXISTANT,
CEPENDANT LES STANDARDS MINIMUMS
DOIVENT ETRE RESPECTES
600rrm MINIMUM
_. -
SOL EXISTANT
LE MATERIEL EXCAVE (NATIF) POUR
REMBLAYER CETTE SECTION DE LA TRANCHEE SAUF
POUR LA BASE ET COUVERT DU TUYAU 00 LES
STANDARDS APPROPRIES GOUVERNE. AUX ENDROITS 00
LE MATERIEL EXCAVE EST INAPPROPRIE EN RAISON DE
L'HUMIDITE OU DE CONTAMINATION, UN MATERIEL
SIMILAIRE AU NATIF ADJACENT DEVRA ETRE IMPORTE
' SINON UN CONE DE GIVRE DEVRA ETRE CONSTRUIT.
DETAIL DE RECONSTRUCTION DU CHEMIN (2 EPAISSEURS) 50mm < EPAISSEUR DU PAVE < 100mm
NOTES GENERALES:
1.
TOUT PERIMETRE DE LA COUPURE DE CHEMIN DEVRA ETRE SCIE OU BROYE. UN JOINT DE TRANSITION EST REQUIS.
2. TOUT ASPHALTE INSTALLE DEVRA ETRE DE TYPE HL-4 ET DEVRA ETRE CONFORME AU OPSS MUNI 1150.
3. L'ASPHALTE DE QUALITE SUPERIEURE (PGAC) DEVRA ETRE PGAC 58-34 COMME STIPULE DANS LE OPSS MUNI 1101.
4. CHAQUE COUCHE D'ASPHALTE NE DEVRA PAS DEPASSER 50mm D'EPAISSEUR.
5. CHAQUE COUCHE D'ASPHALTE ET DE REMBLAIS DEVRA RENCONTRER LES STANDARDS DE COMPACTION DU OPSS
MUNI 310 ET OPSS MUNI 501.
6.
LA SURFACE DEVRA ETRE LISSE ET SANS FISSURES.
7. LORSQUE LE JOINT DE TRANSITION LONGITUDINAL DE LA COUPE DE CHEMIN NE PEUT RENCONTRER LA MESURE
MINIMALE DE "112 D" COMME DEMONTRER Cl-DESSUS, LA RECONSTRUCTION DU PAVE DEVRA S'ARRETER A L'UNE DES
LIMITES SUIVANTES: LIGNE DE BORDURE DE LA ROUTE, LIGNE MEDIANE DU CHEMIN, L'EPAULEMENT EN GRAVIER OU LA
BORDURE DE BETON SI APPLICABLE. SE REFERER AU DESSIN TECHNIQUE UCPR-RC-03-FR POUR PLUS DE DETAILS.
8. LORSQUE LE JOINT DE TRANSITION LONGITUDINAL DE LA COUPE DE CHEMIN NE REJOINT PAS LES LIMITES MINIMALES
COMME DEMONTRE SUR LE DESSIN TECHNIQUE UCPR-RC-03-FR, LA PORTION MANQUANTE POUR SATISFAIRE
CELLES-CI DEVRA ETRE PARTIELLEMENT BROYEE (SOmm) ET RETABLIE AVEC LA COUCHE DE SURFACE FINALE.
9. LE DETENTEUR DU PERMIS EST RESPONSABLE DE LA PERFORMANCE ADEQUATE DE LA ZONE AFFECTEE PAR LA
COUPURE DE CHEMIN A LA SATISFACTION DES COMTES POUR UNE PERIODE DE DEUX (2) ANS A PARTIR DE LA DATE
D'ACCEPTATION PRELIMINAIRE DES TRAVAUX.
STANDARD POUR COUPE DE
CHEMIN
( > 50mm EPAISSEUR DU PAVE)
APPROUVE. PAR:
Pier-Luc Mainville
lngenieur des Travaux Publics
DATE:
Octobre 2021
DWG. No.:
UCPR RC-01-FR
D
1, 1/2 D 1,
1MIN1.0m 1
TOUTE SURFACE COUPEE DEVRA
£TRE COLLEE AVANT
L'INSTALLATION D'ASPHALTE
TOUTES SECTIONS
DE LA BASE DE
CHEMIN DEVRONT
£TRE COMPACTEES
UNIFORMEMENT
(VOIR NOTE 5)
GRANULAIRE -B- TYPE 2
RECONSTRUIRE LA BASE DE CHEMIN EN
UTIUSANT LE MEME TYPE ET EPAISSEUR
DE GRANULAIRE QUE CELUI EXISTANT,
CEPENDANT LES STANDARDS MINIMUMS
DOIVENT £TRE RESPECTES
600mm MINIMUM
SOL EXISTANT
REUTIUSER LE MATERIEL EXCAVE (NATIF) POUR
REMBLAYER CETTE SECTION DE LA TRANCHEE SAUF
POUR LA BASE ET COUVERT DU TUYAU 00 LES
STANDARDS APPROPRIES GOUVERNE. AUX ENDROITS 00
LE MATERIEL EXCAVE EST INAPPROPRIE EN RAISON DE
L'HUMIDITE OU DE CONTAMINATION, UN MATERIEL
SIMILAIRE AU NATIF ADJACENT DEVRA £TRE IMPORT[
SINON UN CONE DE GIVRE DEVRA ETRE CONSTRUIT.
DtTAIL DE RECONSTRUCTION DU CHEMIN PAVt (1
tPAISSEUR)
tPAISSEUR DU PAVt < 50mm
NOTES GENERALES:
1.
TOUT PERIME:JRE DE LA COUPURE DE CHEMIN DEVRA E:JRE SCIE OU BROY[. UN JOINT DE TRANSITION EST REQUIS.
2. TOUT ASPHALTE INSTALL[ DEVRA E:JRE DE TYPE HL-4 ET DEVRA E:JRE CONFORME AU OPSS MUNI 1150.
3. L'ASPHALTE DE QUALITE SUPERIEURE (PGAC) DEVRA E:JRE PGAC 58-34 COMME STIPULE DANS LE OPSS MUNI 1101.
4. CHAQUE COUCHE D'ASPHALTE NE DEVRA PAS DEPASSER 50mm D'EPAISSEUR.
5. CHAQUE COUCHE D'ASPHALTE ET DE REMBLAIS DEVRA RENCONTRER LES STANDARDS DE COMPACTION DU OPSS
MUNI 310 ET OPSS MUNI 501.
6. LA SURFACE DEVRA £IRE LISSE ET SANS FISSURES.
7. LORSQUE LE JOINT DE TRANSITION LONGITUDINAL DE LA COUPE DE CHEMIN NE PEUT RENCONTRER LA MESURE
MINIMALE DE -112 D- COMME DEMONTRER Cl-DESSUS, LA RECONSTRUCTION DU PAVE DEVRA S'ARR£TER A L'UNE DES
LIMITES SUIVANJES: LIGNE DE BORDURE DE LA ROUTE, LIGNE MEDIANE DU CHEMIN, L'EPAULEMENT EN GRAVIER OU LA
BORDURE DE BETON SI APPLICABLE. SE REFERER AU DESSIN TECHNIQUE UCPR-RC-03-FR POUR PLUS DE DETAILS.
8. LORSQUE LE JOINT DE TRANSITION LONGITUDINAL DE LA COUPE DE CHEMIN NE REJOIN! PAS LES LIMITES MINIMALES
COMME DEMONTRE SUR LE DESSIN TECHNIQUE UCPR-RC-03-FR, LA PORTION MANQUANTE POUR SAJISFAIRE
CELLES-CI DEVRA £IRE PARTIELLEMENT BROYEE (50mm) ET RETABLIE AVEC LA COUCHE DE SURFACE FINALE.
9. LE DETENJEUR DU PERMIS EST RESPONSABLE DE LA PERFORMANCE ADEQUATE DE LA ZONE AFFECTEE PAR LA
COUPURE DE CHEMIN A LA SATISFACTION DES COMTES POUR UNE PERIODE DE DEUX (2) ANS A PARTIR DE LA DATE
D'ACCEPTATION PRELIMINAIRE DES TRAVAUX.
STANDARD POUR COUPE DE
CHEMIN
(EPAISSEUR DU PAVE< 50mm)
APPROUVE. PAR:
Pier-Luc Mainville
lngenieur des Travaux Publics
DATE:
Octobre 2021
DWG. No.:
UCPR RC-02-FR
LEG ENDE
DE TRAVAIL
UMITES
MINIMALES DE
RECONSTRUCTION
====================- EPAULEMENT EN GRAVIER
ZONE DE TRAVAIL TRANCHEE
OU EXCAVATION
OU BORDURE DE BETON
LIGNE DE BORDURE DE
CHEMIN
-
MEDIANE DE CHEMIN
,_,,,,- LIGNE DE BORDURE DE
/
CHEMIN
EPAULEMENT EN GRAVIER
OU BORDURE DE BETON
RECONSTRUCTION D'ASPHALTE POUR ZONE DE TRAVAIL TRAVERSANT LA LIGNE DE BORDURE OPPOSC:
====================- EPAULEMENT EN GRAVIER
OU BORDURE DE BETON
ZONE DE TRAVAIL TRANCHEE
OU EXCAVATION
LIGNE DE BORDURE DE
CHEMIN
-
MEDIANE DE CHEMIN
,_,,,,- LIGNE DE BORDURE DE
/
CHEMIN
. .,,,,- EPAULEMENT EN GRAVIER
OU BORDURE DE BETON
ONSTRUCTION D' ASPHALTE POUR ZONE DE TRAVAIL TRAVERSANT LA MEDIANE DE CHEMIN
====================- EPAULEMENT EN GRAVIER
ZONE DE TRAVAIL TRANCHEE
OU EXCAVATION
OU BORDURE DE BETON
LIGNE DE BORDURE DE
CHEMIN
-
MEDIANE DE CHEMIN
,_,,,,- LIGNE DE BORDURE DE
/
CHEMIN
===========:f
EPAULEMENT EN GRAVIER
OU BORDURE DE BETON
RECONSTRUCTION D'ASPHALTE POUR ZONE DE TRAVAIL TRAVERSANT LA LIGNE DE BORDURE
====================- EPAULEMENT EN GRAVIER
OU BORDURE DE BETON
ZONE DE TRAVAIL TRANCHEE
OU EXCAVATION
LIGNE DE BORDURE DE
CHEMIN
__________
......,_._ _________ -
MEDIANE DE CHEMIN
,_,,,,- LIGNE DE BORDURE DE
/
CHEMIN
EPAULEMENT EN GRAVIER
OU BORDURE DE BETON
RECONSTRUCTION D'ASPHALTE POUR ZONE DE TRAVAIL ENTRE LA LIGNE DE BORDURE ET L'EPAULEMENT
NOTES GENERALES:
1. TOUTE RECONSTRUCTION DEVRONT ETRE CONFORME AUX STANDARDS DES COMTES UNIS DE PRESCOTT ET
RUSSELL UCPR RC-01 ET UCPR RC-02
2. LE PROPRIETAIRE DOIT S'INFORMER AUPRE:S DE TOUS LES SERVICES PUBLICS AFIN DE DETERMINER 00 SONT
ENFOUIS LEURS SERVICES ET SERA RESPONSABLE S'ILS SONT ENDOMMAGES LORS DE LA CONSTRUCTION.
STANDARD POUR
COUPE DE CHEMIN
(VUE EN PLAN)
APPROUVE. PAR:
Pier-Luc Mainville
lngenieur des Travaux Publics
DATE:
Octobre 2021
DWG. No.:
UCPR RC-03-FR
EXISTING AND NEW
GRANULAR BASE TO
BE COMPACTED __
.......... ........,. .......... ........,.......,............,.......,...........,.._...........,......,.
PAVEMENT STRUCTURE
UNIFORMLY PRIOR TO
ASPHALT INSTALLATION
(SEE NOTE 5)
GRANULAR -e- TYPE 2
>i:
REINSTATE ROADWAY WITH MATERIAL
TO MATCH EXISTING ROAD
STRUCTURE, HOWEVER MINIMUM
REQUIREMENTS MUST BE RESPECTED
600mm MINIMUM
EXISTING SUBGRADE
SAVE AND REPLACE WITH EXCAVATED (NATIVE)
MATERIAL EXCEPT IN IMMEDIATE AREA Of' THE PIPES
WHERE BEDDING AND CUSHION (COVER) REQUIREMENTS
SHALL GOVERN. WHERE EXCAVATED MATERIAL IS
UNSUITABLE f'OR BACKFILL DUE TO MOISTURE CONTENT
OR CONTAMINATION, NEW MATERIAL Of' SIMILAR f'ROST
SUSCEPTIBILITY SHALL BE IMPORTED OR A f'ROST
· TAPER SHALL BE COMPLETED AS PER OPSD
HOT MIX ASPHALT PAVEMENT REINSTATEMENT SECTION DETAIL -
PAVEMENT DEPTH > 1 OOmm (3 L!EJS)
EXISTING AND NEW
GRANULAR BASE TO
BE COMPACTED _....,.._,.......,......,.._,.......,.....,.._,.......,_...,.._,.......,_..,...... ........... .........,. ........... ..,.....,. ........... ........,._,_.,......
UNIF'ORMLY PRIOR TO
ASPHALT INSTALLATION
(SEE NOTE 5)
REINSTATE ROADWAY WITH MATERIAL
TO MATCH EXISTING ROAD
STRUCTURE, HOWEVER MINIMUM
REQUIREMENTS MUST BE RESPECTED
PAVEMENT STRUCTURE
-
GRANULAR -B- TYPE 2
600mm MINIMUM
/ -
EXISTING SUBGRADE
SAVE AND REPLACE WITH EXCAVATED (NATIVE)
MATERIAL EXCEPT IN IMMEDIATE AREA Of' THE PIPES
WHERE BEDDING AND CUSHION (COVER) REQUIREMENTS
SHALL GOVERN. WHERE EXCAVATED MATERIAL IS
UNSUITABLE f'OR BACKFILL DUE TO MOISTURE CONTENT
OR CONTAMINATION, NEW MATERIAL Of' SIMILAR f'ROST
SUSCEPTIBILITY SHALL BE IMPORTED OR A f'ROST
- TAPER SHALL BE COMPLETED AS PER OPSD
HOT MIX ASPHALT PAVEMENT REINSTATEMENT SECTION DETAIL -
50mm < PAVEMENT DEPTH < 1 OOmm (2 LIFTS)
GENERAL NOTES:
1.
ALL ROAD CUT EDGES WITHIN THE EXISTING ASPHALT PAVEMENT SHALL BE SAW CUT OR GRINDED JO PROVIDE
A UNIF"ORM JOINT.
2.
HOT MIX ASPHALT SHALL BE HL-4 AND SHALL CONFORM JO OPSS MUNI 1150.
3.
PERFORMANCE GRADED ASPHALT CEMENT SHALL BE PGAC 58-34 AS PER OPSS.MUNl.1101.
4.
EACH LAYERS or ASPHALT PAVEMENT SHALL NOT EXCEED 50mm IN THICKNESS.
5.
EACH LAYERS
ASPHALT PAVEMENT AND BACKFILL SHALL MEET THE OPSS MUNI 310 AND OPSS MUNI 501
COMPACTION REQUIREMENTS.
or
6.
THE ASPHALT WEAR COURSE SHALL BE SMOOTH, UNIFORM AND FREE FROM HAIR CHECKING.
7.
ALL ASPHALT PAVEMENT JOINTS ARE JO BE TACK COATED PRIOR JO INSTALLATION or ASPHALT.
8.
WHERE THE ROAD CUT LONGITUDINAL STEP JOINT CANNOT MEET THE REQUIRED i D AS SHOWN ABOVE, THE
PAVEMENT REINSTATEMENT SHALL END AT EITHER THE EDGE LINE, THE CENTER LINE OR AT THE CURB /
SHOULDER, AS APPLICABLE. REFER TO DRAWING UCPR RC-03-EN F"OR DETAILS.
9.
WHERE THE ROAD CUT LONGITUDINAL JOINT G D) DOESN'T EXTEND JO THE MINIMAL REINSTATEMENT LIMITS AS
IDENTIFIED IN NOTE 8 AND ON DRAWING UCPR RC-03-EN, THE UNTOUCHED OR LEFT-OVER PORTION or
PAVEMENT TO REACH THE MINIMAL LIMITS SHALL BE GRINDED AND RE-PAVED AS PART or THE WEAR COURSE.
10. THE PERMIT HOLDER IS RESPONSIBLE FOR THE SATISFACTORY PERF"ORMANCE or THE ROAD CUT REINSTATEMENT
FOR A PERIOD or TWO (2) CALENDAR YEARS FOLLOWING THE PRELIMINARY ACCEPTANCE DATE.
STANDARD ROAD CUT
PAVEMENT REINSTATEMENT
(PAVEMENT DEPTH > 50mm)
APPROVED. BY:
Pier-Luc Mainville
Public Works Engineer
DATE:
October 2021
DWG. No.:
UCPR RC-01-EN
D
1, 1/2 D 1,
1, 1/2 DI,
1
MIN1.0ml
1MIN1.0m 1
TREAT ALL CUT FACES
WITH TACK COAT
BEFORE PLACING ASPHALT
EXISTING AND NEW
GRANULAR BASE TO
BE COMPACTED _......._.,,....,,_...,....,.....,,_.,....,,....,,,..........,,._,,..,......,.....,....,.......,.....,............,..,.,_.......,..........,...
UNIFORMLY PRIOR TO
ASPHALT INSTALLATION
(SEE NOTE 5)
GRANULAR -B- TYPE 2
REINSTATE ROADWAY WITH MATERIAL
TO MATCH EXISTING ROAD
STRUCTURE, HOWEVER MINIMUM
REQUIREMENTS MUST BE RESPECTED
600mm MINIMUM
EXISTING SUBGRADE
SAVE AND REPLACE WITH EXCAVATED (NATIVE)
MATERIAL EXCEPT IN IMMEDIATE AREA OF THE PIPES
WHERE BEDDING AND CUSHION (COVER) REQUIREMENTS
SHALL GOVERN. WHERE EXCAVATED MATERIAL IS
UNSUITABLE FOR BACKFILL DUE TO MOISTURE CONTENT
OR CONTAMINATION, NEW MATERIAL OF SIMILAR FROST
SUSCEPTIBILITY SHALL BE IMPORTED OR A FROST
TAPER SHALL BE COMPLETED AS PER OPSD
HOT MIX ASPHALT PAVEMENT REINSTATEMENT
SECTION DETAIL -
PAVEMENT DEPTH < 50mm (1 LIFT)
GENERAL NOTES:
1.
ALL ROAD CUT EDGES WITHIN THE EXISTING ASPHALT PAVEMENT SHALL BE SAW CUT OR GRINDED TO PROVIDE
A UNIFORM JOINT.
2.
HOT MIX ASPHALT SHALL BE HL-4 AND SHALL CONFORM TO OPSS MUNI 1150.
3.
PERFORMANCE GRADED ASPHALT CEMENT SHALL BE PGAC 58-34 AS PER OPSS.MUNl.1101.
4.
EACH LAYERS OF ASPHALT PAVEMENT SHALL NOT EXCEED 50mm IN THICKNESS.
5.
EACH LAYERS OF ASPHALT PAVEMENT AND BACKFILL SHALL MEET THE OPSS MUNI 310 AND OPSS MUNI 501
COMPACTION REQUIREMENTS.
6.
THE ASPHALT WEAR COURSE SHALL BE SMOOTH, UNIFORM AND FREE FROM HAIR CHECKING.
7.
ALL ASPHALT PAVEMENT JOINTS ARE TO BE TACK COATED PRIOR TO INSTALLATION OF ASPHALT.
8.
WHERE THE ROAD CUT LONGITUDINAL STEP JOINT CANNOT MEET THE REQUIRED i D AS SHOWN ABOVE, THE
PAVEMENT REINSTATEMENT SHALL END AT EITHER THE EDGE LINE, THE CENTER LINE OR AT THE CURB /
SHOULDER, AS APPLICABLE. REFER TO DRAWING UCPR RC-03-EN FOR DETAILS.
9.
WHERE THE ROAD CUT LONGITUDINAL JOINT G D) DOESN'T EXTEND TO THE MINIMAL REINSTATEMENT LIMITS AS
IDENTIFIED IN NOTE 8 AND ON DRAWING UCPR RC-03-EN, THE UNTOUCHED OR LEFT-OVER PORTION OF
PAVEMENT TO REACH THE MINIMAL LIMITS SHALL BE GRINDED AND RE-PAVED AS PART OF THE WEAR COURSE.
10. THE PERMIT HOLDER IS RESPONSIBLE FOR THE SATISFACTORY PERFORMANCE OF THE ROAD CUT REINSTATEMENT
FOR A PERIOD OF TWO (2) CALENDAR YEARS FOLLOWING THE PRELIMINARY ACCEPTANCE DATE.
STANDARD ROAD CUT
PAVEMENT REINSTATEMENT
(PAVEMENT DEPTH < 50mm)
APPROVED. BY:
Pier-Luc Mainville
Public Works Engineer
DATE:
October 2021
DWG. No.:
UCPR RC-02-EN
LEGEND
WORK AREA
MINIMAL
PATCH AREA
=========:::;::::::=======:::;::::::==-GRAVEL SHOULDER OR
TRENCH OR EXCAVATION
WORK AREA
CURB
LINE
-- -
CENTER LINE
PATCH FOR WORK AREA CROSSING THE OPPOSITE EDGE LINE
====================-GRAVEL SHOULDER OR
CURB
TRENCH OR EXCAVATION
WORK AREA
LINE
-- -
CENTER LINE
PATCH FOR WORK AREA CROSSING THE ROAP CENTER LINE
====================-GRAVEL SHOULDER OR
CURB
TRENCH OR EXCAVATION
WORK AREA
LINE
PATCH FOR WORK AREA CROSSING THE EDGE LINE
====================-GRAVEL SHOULDER OR
CURB
LINE
-- -
CENTER LINE
TRENCH OR EXCAVATION
WORK AREA
------ EDGE LINE
---------1r-:--. _:--. _.:-:_.:-;_ ;;;:::!!_ '2/s;;;;;_;:;a;;.-:_.-:_.-:_. _TJ ___ _,,-
SHOULDER OR
PATCH FOR WORK AREA BETWEEN EPGE LINE &: GRAVEL SHOULPER
GENERAL NOTES:
1. ALL ROAD REINSTATEMENT SHALL BE DONE ACCORDING TO THE UNITED COUNTIES OF PRESCOTT AND RUSSELL
DRAWINGS UCPR RC-01-EN AND UCPR RC-02-EN
2. THE OWNER MUST MAKE ARRANGEMENTS WITH THE UTILITY COMPAGNIES TO DETERMINE THE LOCATION OF ANY
BURRIED SERVICES AND SHALL BE RESPONSIBLE FOR ANY DAMAGES.
STANDARD ROAD CUT
REINSTATEMENT
(PLAN VIEW)
APPROVED. BY:
Pier-Luc Mainville
Public Works Engineer
DATE:
October 2021
DWG. No.:
UCPR RC-03-EN
M[DIANE DE CHEt.UN
LIMITE DE L'EPAULEMENT
AVEC F'ILTRE GEOTEXTILE ET GRILLE
EN GRAVIER
INSTALL.£ A. CHAQUE EXTRIMITES
UMITE DE PAVAGE
TUYAU PERF'OR[ DE 4" (100mm)
-r-r--r--r-T""""""T"""T""".,___ ------------------------------------ --------
---
--- -----------------------------------
LIGNE M£DIANE
DU FOSSE
ACCES/PUISARD
INSTALLLE AVEC
COUVERT ET GRILLE
EN ACIER
TUYAU RIGIDE
(VOIR NOTES 2, 3 It 4)
------
-EST
2. UN ACCES /
PUISARD EST REQUIS DE CHAQUES COTES DE L'ENTREE.
3. LES TYPES DE TUYAUX ACCEPTES POUR REMPLIR LE FOSSE SONT; LE POLYETHYLENE DE HAUTE
DENSIT[ 210 kPa (PEHD) ET L'ACIER ONDUL[ GALVANISE. LE DIAM£TRE DU TUYAU AINSI QUE
L'EPAISSEUR DE LA PARDI SERONT DETERMINES PAR L'INSPECTEUR DES COMTES.
4. LE PROPRl£TAIRE DOIT CONTACT[ LI D£PARTEMENT DES TR.A.VAUX PUBLICS DES CUPR AFIN
D'OBTENIR UN PERMIT AVANT DE DEBUT[ TOUTE CONSTRUCTION DANS L'EMPRISE DE CHEMIN. LE
PROPRIETAIRE EST RESPONSABLE DE TOUS LES COUTS ASSOCIE A L'ACHAT DE TOUT LIS
MATERIAUX ET LA CONSTRUCTION DU REMPLISSAGE DE FOSSE.
5. LE FOSS[ EXISTANT DOIT £TRE EXCAVE / NETTOY[ AINSI QU'AVOIR UN GRADIENT CONVENABLI
AU DRAINAGE DU F'OSSE AVANT L'INSTALLATION DU NOUVEAU TUYAU.
9. LE PROPRIETAIRE EST RESPONSABLE DE FAIRE DEMANDE AUPRES DES COMPAGNIES D'UTILITES
AINSI QUE LES AUTORITES PUBUQUES POUR LOCALISER LIS INFRASTRUCTURES EXISTANTES
DANS L'ETENDUE DES TRAVAUX. LE PROPRIETAIRE SERA TENU RESPONSABLI POUR TOUT
DOMMAGE A CES INF'RASTRUCTURES CAUSE PAR LA CONSTRUCTION DES TRAVAUX.
1 O.UN TUYAU PERFORE DE 100mm EN PLASTIC DOIT £TRE INSTALL[ LE LONG DU CHEMIN COMME
INDIQUE SUR LE DESSIN Cl-DESSUS. CE TUYAU SERA PLAC£ A ENVIRON 1 METRE DE LA
SURF'ACE ASPHALT[ ET A UNE PROFONDEUR MAXIMALE DE 0.6 METRE SOUS CHEMIN. LE CHEMIN
DEVRA ETRE RETABU AUX CONDITIONS ORIGINALES ET A LA SATISF'ACTION DES COMT£s.
11.DANS LE CAS 00 LA DEVANTURE DE LA PROPR1£TE CROISE UNE TRAVERSE DE CHEMIN
EXISTANTE, LE PROPRIETAIRE DOIT INSTALLER UN REGARD A L'INTERSECTION DE LA TRAVERSE
ET DU NOUVEAU TUYAU DANS LE FOSSE SELON LES SPECIFICATION D£TERMINE PAR LES
TRAVAUX PUBLIC DES COMTES. CE REGARD DEVRA ETRE TAILLE POUR ACCEPTER LE TUYAU
EXISTANT AINSI QUE LE DEBIT ASSOCIE A CELUl-CI.
12.TOUS TRAVAUX NON AUTORISE'.S OU QUI NE RENCONTRE PAS LES NORMES DU 0£PARTEMENT
DES TRAVAUX PUBLICS DES CUPR SERONT ENLEVES AUX FRAIS DU PROPRlrTAIRE.
3
DDEESSCOHUEMSIN
..,.. ......,
TUYAU PERFORE DE
1 DDmmlll EN PLASTIC
EPAULEMENT
EN GRAVIER
__________ _IDJmm MIN.
REMBLAI DU
FOSSE EXISTANT
......_ __ PONCEAU
(VOIR NOTES 2, 3 It '4)
SECTION A-A
A
DETAIL POUR REMPLISSAGE DE FOSSE
PAR:
Pier-Luc Mainville
In t!lniaur de& T19181DC Publics
DATE:
Octobre 2021
DWG.No.:
UCPR DF-01-FR
EXISTlNG RO!-D
__________________ _
EDGE OF PAVEMENT
SUBDRAIN COMPL.£TED WITH FILTER
GRANULAR SHOULDER
SOCK AND RODENT SCREEN AT OUTLETS
..... (100mm) PERFORATED
------------------------------------- -------- ---
--
EXISTING
-----
CULVERT
DITCH CENTRELINE
ACCESS TEE/CATCHBASIN
COMPLETED WITH CAST
IRON FRAME AND GRATE
ENTRANCE
PIPE CULVERT
(SEE NOTES 2, 3 i!c .4)
PROPERTY LINE
A
GENERAL NOTES:
------1---
A
1. 20 METRES MAXIMUM SPACING BETWEEN ACCESS TEES / CATCHBASINS.
2. AN ACCESS TEE / CATCHBASIN IS REQUIRED ON BOTH SIDES OF THE ENTRANCE.
3. PIPE CULVERT TO BE NEW GALVANIZED CORRUGATED STEEL PIPE OR 210 kPa,
SIZE AND WALL THICKNESS TO BE DETERt.tlNED BY THE COUNTIES
4. THE OWNER MUST CONTACT THE UCPR PUBLIC WORKS DEPARTt.tENT AND OBTAIN
A PERMIT PRIOR TO ANY COt.tMENCEt.tENT OF WORKS. THE OWNER IS
RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE PURCHASE OF MATERIAL
AND CONSTRUCTION OF THE DITCH FILL
5. THE DITCH MUST BE CLEANED AND SLOPED PROPERLY BEFORE ANY
INSTAUATION OF PIPES.
9. THE OWNER MUST MAKE ARRANGEMENTS WITH UTILITY COMPANIES ANO PUBLIC
SERVICES TO DETERMINE THE LOCATION OF ANY BURIED SERVICES AND SHALL
BE RESPONSIBLE FOR ANY DAMAGES.
1 O.A 1 OOmm PERFORATED PLASTIC PIPE COMPLETED WITH A FILTER CLOTH MUST
BE BURIED IN THE ROADSIDE SHOULDER AT A MAXIMUM DEPTH OF 0.60
METRES. THE ROADSIDE SHOULDER SHALL BE RESTORED TO THE ORIGINAL
CONDITION AND TO UCPR SATISFACTION.
11.IF THE DITCH FIWNG WORKS INTERSECTS AN EXISTING COUNTY ROAD PIPE
CROSSING, THE OWNER SHALL INSTAU A MAINTENANCE HOLE, AS DIRECTED BY
THE COUNTIES, COMPLETED WITH A FRAME AND COVER AT THE JUNCTION. THE
MAINTENANCE HOLE SHALL BE PROPERLY SIZED TO ACCEPT THE PIPE CROSSING.
12.ANY WORK UNAUTHORIZED OR ACCEPTED BY THE
DEPARTMENT OF PUBLIC
WORKS WIU BE REMOVED AT THE OWNER'S EXPENSE.
GRAVEL
SHOULDER
ENTRANCEWAY
------------' 300nm .....
±0.3m BELOW ROADWAY1
GRANULAR BASE
BACKFIU
EXISTING DITCH
---CULVERT
100mmlll PERFORATED
PLASTIC SUBDRAIN
{SEE NOTES 2, 3 &: .4)
SECTION A-A
DITCH FILLING
APPROVED BY:
Pier-Luc Malnvllle
Public WClrks E ra.
DATE:
October 2021
DWG.No.:
UCPR DF-01-EN
TABLEAU 1: SPECIFICATIONS D'ENTREE
LA SURFACE
TYPE D'ENTREE
LARGEUR
MAX.
RAYON
D'ENTREE MIN.
ENTREE RESIDENTIEUE
7m
5m
ENTREE POUR SEMl-DETACHE
6m
5m
ENTREE COMMERCIAUE
9m
9m
ENTREE AGRICOLE
12m
12m
ENTREE DE CHAMP POUR RECOLTE
27m
12m
ENTREE
I
FOSSE
I
FOSSE
-l
VARIES i- VOIR
1 --i VARIEs !-
PONCEAU 7
PENTE
VOIR NOTE 2
SECTION B-B
CHEMIN
r
EPAULEMENT
EN GRAVIER
GRANULAIRE -A-
COMPACTE
A 95" S.P.D.
SECTION A-A
ENTREE
NOTES GE:NE:RALES:
DU FOSSE
1.
SE REFERER AU STANDARD PROVINCIAL OPSS 350.010 &: 351.010 POUR LES ENTREES DANS UN MILIEU URBAIN SANS
FOSSE DE CHEMIN.
2.
TOUTE PENTE LATERALE DU PONCEAU NE DEVRA PAS ETRE PLUS ABRUPTE QUE 2H:1V.
3.
LE PONCEAU DEVRA ETRE INSTALL£ 150mm SOUS L'ELE'.VATION EXISTANTE DU FOND DU FOSSE.
4.
LA PENTE MAXIMUM POUR UNE ENTREE EST 6" POUR UNE ENTREE RESIDENTIELLE ET 1 O" POUR UNE ENTREE AGRICOLE
OU DE CHAMPS POUR RECOLTE AGRICOLE.
5.
LA CONSTRUCTION DE L'ENTREE DEVRA ETRE COMPLETEE DANS UN DELAI TEL QU'IDENTIFIE SUR LE PERMIS. LA
CONSTRUCTION DE L'ENTREE SERA CONSIDEREE COMPLETE QUAND LA SURFACE DE L'ENTREE SERA COUVERTE D'UNE
COUCHE MESURANT 150mm DE GRANULAIRE -A".
6.
AVANT LA CONSTRUCTION, LE CONTREMAITRE DES TRAVAUX PUBLICS DES COMTES INSPECTERA LA LOCATION PROPOSEE
POUR L'ENTREE ET DETERMINERA LE DIAMETRE, LA LONGUEUR ET LA LOCATION DU PONCEAU. LE PROPRIETAIRE DU TERRAIN
DEVRA INDIQUER AVEC DEUX (2) MARQUEURS PEINTURES LA LOCATION EXACTE DU PONCEAU PROPOSE. LE PROPRIETAIRE
EST RESPONSABLE POUR LE COUT TOTAL DE L'ACHAT ET L'INSTALLATION DU PONCEAU.
7.
LE FOSSE DOIT ETRE NETTOYE DE TOUTES MATIE:RES ORGANIQUES ET DOIT AVOIR UNE PENTE APPROPRIEE AVANT
L'INSTALLATION DU TUYAU.
8.
LE PROPRIETAIRE DOIT FAIRE TOUT ARRANGEMENT AVEC LES SERVICES PUBLICS ET COMPAGNIES D'UTIUTES AFIN DE
DETERMINER LA LOCATION DE LEURS SERVICES. LE PROPRIETAIRE EST RESPONSABLE DE TOUT DOMMAGE DURANT LA
CONSTRUCTION.
DETAIL POUR ENTREE
APPROUVE. PAR:
Pier-Luc Mainville
lngenieur des Travaux Publics
DATE:
Octobre 2021
DWG. No.:
UCPR ENT-01-FR
TABLE 1: ENTRANCE SPECIFICATIONS AT SURFACE
ENTRANCES TYPE
MAX.
WIDTH
MIN. ENTRANCE
RADIUS
RESIDENTIAL ENTRANCE
7m
5m
SEMI-DETACHED ENTRANCE
llm
5m
COMMERCIAL ENTRANCE
9m
9m
AGRICULTURE ENTRANCE
12m
12m
FIELD ENTRANCE
27m
12m
<t.
ENTRANCE
<t.
I
<t.
DITCH
I
DITCH
---l VARIES i-- SEE TlBLE 1 -i
VARIES !-
I
I
I
/
/
/
CULVERT
SECTION B-B
' '
ROADWAY
r
GRAVEL
SHOULDER
GRANULAR -A-
BACKFILL COMPACTED
TO 95" S.P.D.
ENTRANCEWAY
CULVERT
(SEE NOTE 3)
SECTION A-A
<t.
ENTRANCE
I
A
GENERAL NOTES:
<t. OF DITCH
1.
REFER TO OPSD 350.010 &: 351.010 FOR ENTRANCES IN URBAN AREAS WITHOUT ROADSIDE DITCHES.
2. SIDE SLOPES AT CULVERT SHALL BE NO STEEPER THAN 2H:1V.
3. THE CULVERT SHALL BE INSTALLED 150mm BELOW THE EXISTING BOTTOM OF DITCH ELEVATION.
4. THE MAXIMUM ENTRANCE GRADIENT IS 6" FOR RESIDENTIAL ENTRANCES AND 1 O" FOR FARM AND FIELD ENTRANCES.
5. THE ENTRANCEWAY CONSTRUCTION MUST BE COMPLETED WITHIN THE TIMEFRAME IDENTIFIED ON THE PERMIT. THE
ENTRANCEWAY CONSTRUCTION WILL BE SUBSTANTIALLY COMPLETED WHEN THE SURFACE OF THE ENTRANCEWAY IS
COVERED WITH A MINIMUM GRANULAR -A- THICKNESS OF 150mm.
6.
PRIOR TO CONSTRUCTION, THE COUNTY'S PUBLIC WORKS FOREMAN WILL INSPECT THE PROPOSED ENTRANCE LOCATION
AND DETERMINE THE SIZE, LENGTH AND LOCATION OF THE CULVERT. THE PROPERTY OWNER SHALL INDICATE WITH
TWO (2) PAINTED WOODEN STAKES THE EXACT LOCATION OF THE PROPOSED CULVERT. THE OWNER IS RESPONSIBLE
FOR ALL COSTS ASSOCIATED WITH THE PURCHASE AND INSTALLATION OF THE CULVERT, AS REQUIRED.
7. THE DITCH MUST BE CLEANED AND SLOPED PROPERLY BEFORE ANY PIPE IS INSTALLED.
8. THE OWNER MUST MAKE ARRANGEMENTS WITH UTILITY COMPANIES AND PUBLIC SERVICES TO DETERMINE THE
LOCATION OF ANY BURIED SERVICES AND SHALL BE RESPONSIBLE FOR ANY DAMAGES.
ENTRANCE DRAWING
APPROVED. BY:
Pier-Luc Mainville
Public Works Engineer
DATE:
October 2021
DWG. No.:
UCPR ENT-01-EN