HomeMy WebLinkAboutWD-36-83 V
CORPORATION OF THE TOWN OF NEWCASTLE
PUBLIC WORKS DEPARTMENT R. DUPUIS, P. ENG., DIRECTOR
HAMPTON,ONTARIO TEL.(416)263.2231
LOB 1J0 987.5039
REPORT TO THE GENERAL PURPOSE AND ADMINISTRATION COMMITTEE
MEETING OF APRIL 5 , 1983.
REPORT NO: WD-36-83.
SUBJECT: BY-LAW TO ESTABLISH A POLICY IN RESPECT OF
DRIVEWAY ENTRANCES UPON HIGHWAYS UNDER THE
JURISDICTION OF THE TOWN OF NEWCASTLE
RECOMMENDATION:
It is respectfully recommended :
1 . That Report WD-36-83 be received; and ,
2. That a by-law be passed establishing Town Policy
in respect of the regulation of entrancways onto
roads under the jurisdiction of the Municipality; and ,
3. That the costs associated with the installation of
Entranceways , as detailed in Schedule 'A' of the
Policy, be put into effect upon the passing of the
by-law, and reviewed on an annual basis by the
Director of Public Works.
BACKGROUND AND REPORT:
On March 23, 1981 , Council passed By-Law 81-37 to regulate the
construction of driveway entranceways upon highways under the
jurisdiction of the Town of Newcastle and , in the same year,
adopted a Policy for Entrance detailing conditions and procedures.
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WD-36-83 - 2
In working with By-Law 81-37, Staff have found there are several
anomalies and inconsistencies in the terms and conditions , leading
to confusion and difficulty in interpreting and enforcing the by-
law on behalf of the Municipality. It was felt that both the by-law
and the Policy for Entranceways should be reviewed and revised and
clarified where necessary.
Attached is the revised Policy which , basically, is the same as
that in force at the Region of Durham, with appropriate clauses
added to reflect the rural nature of the Town of Newcastle.
The Schedule of Costs attached to the Policy has been revised to
reflect the increases in material , labour and equipment charges
since 1981 . The revisions mean an increase in the cost for a
basic , regular , access from $460. 00 to $530. 00 , or 7.61%.
Consideration has been given to the fact that the equipment
rental rates are based on M.T.C. regulations , and the Ministry
issues quarterly revisions of costs for application by the
Town.
The one major revision to the 1981 Policy is the inclusion of
more specific conditions relative to installations undertaken
'by contractors approved by the Town' . Hitherto it has been
difficult , if not impossible , to determine who is an "approved
contractor" and , due to the wording of the 1981 Policy, it was
not possible to impose any meaningful responsibility on anyone
calling himself a contractor and insisting on doing an entrance
installation , whether on his own , or others' , behalf. It is felt
important to protect the Town from future maintenance problems ,
such as those which have arisen in the past , and thus any access
installation not undertaken by the Town , must now be in accord-
ance with a formal development agreement (with appropriate
monetary guarantees).
Technical standards , dimensions and requirements have been the
subject of review, and several errors and omissions have been
rectified.
WD-36-83 - 3
The proposed Policy, attached , will give the Town improved
control over entranceway installation , and provide clearer
working guidelines for both Staff and applicants wishing to
obtain access onto a Municipal highway.
Respectfully submitted ,
zx/4
R.G. Dupuis , P. Eng . ,
Director of Public Works.
March 28, 1983.
Vor :vh
THE CORPORATION OF THE TOWN OF NEWCASTLE
POLICY
FOR ENTRANCEWAYS
1. GENERAL:
The Municipal Road System provides a vital network of urban and
rural roads which have been successfully upgraded and maintained
to accommodate increasing traffic volumes, at higher levels of
service, throughout the area.
Access control is of principal importance in ensuring that these
roads will continue to operate safely and efficiently and have
a high traffic movement capability in future years.
Where there are two possible means of access to one individual
property, the Municipality will reserve the right to designate
and approve the most advantageous access, in keeping with Town
of Newcastle requirements.
The right of an abutting property owner to have access to his
land and the need to provide relative safety and freedom of
movement on the adjacent highway frequently creates situations
in which the right of the owner and the needs of the general
public are seen to be incompatible. In these cases, safety, and
the efficient use of the highway should be the governing
criteria in resolving any differences.
The primary purpose of this policy is to establish the
guidelines to be used in granting access, and the design
criteria to be applied to entranceways providing access to a
Municipal Road.
2. DEFINITIONS:
2.1 CORPORATION - shall mean the Corporation of the Town of
Newcastle.
2.2 DIRECTOR - shall mean the Director of Public Works or his
designated representative.
2.3 ENTRANCEWAY - means any private road, laneway, driveway,
entranceway, gate or other structure or facility constructed as
a means of access to a Municipal Road.
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2. DEFINITIONS CONT'D.
2.4 HIGH VOLUME ENTRANCEWAY - means an entranceway providing access
to, and/or egress from:
a) an office, retail or institutional building,
b) an apartment building containing more than five (5) dwelling
units,
c) an employee or other parking lot,
d) an industrial facility, warehouse or trucking terminal ,
e) a community or regional shopping centre,
f) a recreational complex or other public facility.
2.5 LOW VOLUME ENTRANCEWAY - means an entranceway providing access
to, and/or egress from:
a) a single family residence,
b) an apartment building containing not more than five (5)
dwelling units,
c) a farm or a field forming part of a farm and used
exclusively for the passage of animals and crops.
2.6 NON-CATEGORIZED ENTRANCEWAYS - shall mean any access which does
not conform to any specific category, requirements and
conditions, approval or denial of access shall be determined, or
at the discretion of, the Director.
2.7 ROAD OCCUPANCY PERMIT - shall mean a Permit issued by the
Director in conjunction with an Application for Property Access
in cases where there may be disturbance to, or disruption of,
the normal use of the road or right-of-way from which access is
requested. It shall be determined by, and at the discretion of,
the Director whether there is need for a Road Occupancy Permit.
Conditions of Road Occupancy are specified under a separate
Policy, and must be met prior to final approval of the
Application for Property Access.
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3. STANDARDS:
3.1 Low volume entranceways shall be limited to -the following number
per property:
a) up to the first 18m of frontage: one two-way,
b) from 18m to 30m of frontage: one two-way or two one-way.
3.2 High volume entranceways shall generally be limited to the
following number for each property:
a) up to the first 300m of frontage: not more than two,
b) for each additional 150m of frontage: not more than one.
3.3 Approval for additional entranceways will be considered by the
Director only when sufficient evidence of necessity is provided
by the applicant.
3.4 A street intersection-type entranceway may be required for a
high volume entranceway at the discretion of the Director. In
such instance the required intersection will be constructed in
accordance with the prevailing design criteria and standards of
the Corporation.
3.5 a) Al entranceways shall be constructed by the Town of
Newcastle Public Works Department or it's contractor,
unless otherwise authorized by the Director,
b) Entranceways shall be located so as not to interfere with
any municipal or utility services, such as utility poles,
catch basins, valves, Hydrants, etc.
3.6 Subject to 3.5 a) above, in cases where there exists a formal
development agreement with the Town of Newcastle in respect of
which there is a performance guarantee or bond, and appropriate
liability insurances in effect for the duration of the
construction up to approval or acceptance of the development by
the Corporation, entranceways may be constructed by a competent
professional contractor approved by the Town.
3.7 If 3.6 is applicable, the Director shall specify the terms and
conditions of entranceway construction, material requirements,
etc. , in accordance with acceptable standards and criteria, and
all installations under these conditons shall be subject to
final inspection and approval upon completion. In the event
that the construction does not meet the requirements or
standards of the Corporation, the Director shall notify the
developer of any deficiencies and the works shall be corrected
or modified at the expense of the developer within a specified
period of time, to be established by the Director. Failure on
the part of the developer to comply with the requirements shall
give the Corporation the authority to rectify the situation and
apply all costs incurred against the sureties held.
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3. STANDARDS CONT'D. :
3.8 Where a high volume entranceway will enter onto a municipal
road, the Director may require, as a condition of access, the
construction of a median barrier to block left-turn access to,
or egress from, the subject property.
3.9 Where, in the Director' s opinion, such a median may cause undue
hardship, the construction of a median area of sufficient width
and length to accommodate a recessed left-turn bay or such other
facilities deemed necessary, may be considered as a condition of
access.
3.10 All entrances, installations and works on the municipal
right-of-way shall, upon completion and/or approval , become and
remain the property of the Corporation.
3.11 Notwithstanding the fact that an entranceway has been installed
in accordance with this policy, the Corporation may
subsequently, at its discretion, alter such entranceway -to
accommodate Municipal roadworks, maintenance or improvements.
The only obligation to the Corporation in such instances will be
to restore the affected entranceway(s) to a condition consistent
with Town Standards. 3.11 Drive-over curbs providing access
to property shall be considered entranceways and shall be
constructed in accordance with the provisions of this Policy.
3.12 Drive-over curbs providing access to property shall be
considered entranceways and shall be constructed in accordance
with the provisions of this Policy.
3.13 Where culvert lengths are excessive, i .e. greater than twelve
(12) metres, the applicant may be required to have a manhole
installed as a requirement for approval of the entranceway.
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4. PROCEDURE:
4.1 An Application for Property Access, available from the Public
Works Department, Municipal Office, Hampton, must be completed,
and a non-refundable Inspection Fee paid for each individual
entranceway, at time of filing.
4.2 The Town of Newcastle Public Works Department will inspect the
site of the proposed entranceway(s), specify the material
requirements necessary to provide access in accordance with
prevailing standards and criteria and provide an estimate of
cost for installation of the entranceway.
4.3 a) The Corporation shall advise the applicant of the requirements
established in part 4.2 and the applicant shall , prior to
issuance of the approved Application for Property Access or
commencement of work, pay all costs associated with the
entranceway(s) .
b) Should an applicant require only confirmation that access would
be approved, and/or available, at some future date, the
Inspection fee shall be paid, but the Application for Property
Access shall be stamped accordingly, and such location approval
shall be valid for six (6) months only from the date of site
inspection. If the applicant does not complete the procedure
for the installation of access within that period, then the
first application shall become invalid and a new application
must be made as if there had been no former reference to the
site in question.
4.4 Applications for "High Volume" entranceways or those to be
undertaken by a contractor other than the Town of Newcastle must
be accompanied by a Site Plan approved, or for approval , by the
Town of Newcastle.
4.5 Application must be made for alterations or changes to
entranceways prior to an entranceway being changed or altered
from it's original state or use. Approval of the application
must be acquired and the installation or alternation must comply
with the specifications and conditions set out in this Policy,
and all associated costs for inspection and works must be paid.
4.6 The applicant is responsible for staking the location of the
requested entranceway. Final location is subject to inspection
approval and conformity to Town Policy.
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4. PROCEDURES CONY D.
4.7 A property owner, developer or agent must obtain an approved
Application for Property Access or Road Occupancy Permit before
altering, occupying or undertaking works of any nature within
the limits of a Municipal right-of-way, and it shall be at the
discretion of the Director of Public Works as to whether
approval is granted, under the terms and conditions of this, and
any other applicable, Town Policy and/or By-Law.
4.8 Prior to the issuance of a Building Permit, an approved
Application for Property Access must be obtained.
4.9 An entranceway constructed or altered in any way, without
approval or contrary to the conditions under which it was
approved, will be removed by the Corporation and the cost of
removal will be assessed against the property owner.
4.10 Where an entranceway has been constructed or altered in any way
without adherence to this policy, the Corporation shall reserve
the right to halt all work on the property, including
construction of a building with approved building permit, until
an approved Application for Property Access has been issued.
4.11 Where an application has been approved for a temporary
entranceway, or for the use of the right-of-way of a Municipal
Road as a temporary entranceway, a Road Occupancy Permit must be
acquired. The cost of installing and removing the temporary
entranceway and/or restoring the right-of-way to its original
condition will be assessed in advance against the person to whom
approval was given.
4.12 The extent of permit approval for a temporary entranceway shall
not exceed a period of six (6) months from original date of
approval .
4.13 Seasonal use shall mean summer use only. Summer maintenance of
the Town shall not necessarily be more than two treatments
(grading, dragging, or similar maintenance to minimal
standard) . Applications for Property Access issued under
conditions for summer use only must be accompanied by an
approved Road Occupancy Permit.
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4. PROCEDURES CONT'D.
4.14 No access or entranceway will be permitted:
a) Onto an unmaintained or unopened road allowance any
right-of-way with a width of less than 20.12m (66ft.)
contrary to zoning by-law,
b) Onto a road allowance which receives summer maintenance
only, unless the access is to a building or proposed
dwelling which is specifically for seasonal (summer) use,
c) Unless, the Corporation is indemnified of any damages
caused, or resulting from, the access by way of the
unmaintained right-of-way,
d) Unless, the Applicant agrees, in writing, that the granting
of any approval for access to agricultural lands, as defined
herein, does not, in any way, constitute acceptance by the
Corporation of any responsibility for the maintenance of the
right-of-way, nor shall there be any obligation on the
Corporation to alter, upgrade or otherwise maintain such a
road allowance.
e) Unless, the Applicant agrees that the Corporation shall not
be held responsible for any misuse of the road allowance
which is being used to gain access to agricultural lands, as
defined herein.
4.15 Notwithstanding the foregoing, all construction or alteration of
entranceways, structures, private roads or other facilities as a
means of access to Municipal Roads shall comply with By-Law No.
and with any zoning or other requirements prevailing or
applicable at the time of application.
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5. SPECIFICATIONS:
5.1 Basic Entranceway Dimensions:
Basic widths, curb spacing, radii and angles of entranceways
for various land uses in urban and rural areas are given in
Table 1. Method of measurement are footnoted below the Table
and are illustrated in Figure 1. (See Apendix W ) .
For the purpose of Table 1, "Urban" refers to a curbed cross
section and "Rural " refers to open ditch construction.
The design values may be adjusted by the Director of Public
Works, as required, to handle expected traffic conditions.
TABLE 1 BASIC ENTRANCEWAY DIMENSIONS
DIMENSION URBAN RURAL
REFERENCE
(See Fig.l) Res. Com. Ind. Res. Com. Ind.
i
Widthl (m) W
minimum 3.5 4.5 6.0 4.9 5.5 6.0
maximum 7.5 9.0 12.0 9.0 9.0 12.0
Right Turn Radius2 (m) R
minimum 1.5 3.0 4.5 3.0 4.5 7.5
maximum 4.5 16.0 16.0 7.5 24.0 24.0
Maximum Spacing3 (m)
from property line P R R R R R R
from point of tangency C 1.5 3.0 3.0 12.0 17.0 17.0
between driveways S 0 0 0 1.5 0 0
Angle4 A 70 70 70 70 70 70
Notes: The minimum width of commercial and industrial driveways is
intended to apply to one-way operation. In high pedestrian
activity areas, such as in a central business district or in
the same block with an auditorium, school or library, the
maximum basic width should be nine (9) metres. The width is
intended to be measured perpendicular to the centreline of the
driveway, in most instances , at the inner limit of the curbed
radius or between the line of the radius and the near edge of a
curbed island at least 4.6m2 in area. On the side of a
driveway exposed to entry or exit by right turning vehicles, in
high pedestrian activity areas, the radii should be half the
values shown.
Measured along the curb or edge of pavement from the roadway end
of the ultimate or future curb radius, in high pedestrian
activity areas, the minimum spacing between driveways should be
7.5 metres.
See Table 2 for high volume entranceway requirements.
Minimum acute angle measured from the centreline of roadway and
generally based on one-way operation.
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5.2 High Volume Entranceways:
Notwithstanding the basic requirements identified in the
foregoing, the impact of traffic using a high volume entranceway
must be minimized by ensuring that it is located sufficiently
far from the nearest intersection or adjacent entranceway.
In the case of -
a) A shopping centre, public parking lot or a parking lot
provided for the use of customers of a retail or wholesale
business, public garage (excluding automobile service
stations) or personal service or eating establishments with
parking area that can accommodate the number of parking
spaces set out in Column 1 of Table 2;
b) A hotel , office buliding, apartment dwelling, property used
for public purposes or industrial development with a
parking area which can accommodate the number of parking
spaces set out in Column 2 of Table 2;
c) No entranceway should be located within an intersection or
in such a manner that the distance between the nearest limit
of an entranceway and the nearest intersecting streetline or
it's extension is less than the distance set out in Column 3
of Table 2, and that distance between the nearest limit of
an entranceway intended for two-way vehicular traffic and
any other entranceway serving the same property is less than
the distance set out in Column 4 of Table 2. All distances
referred to are measured at the streetline.
TABLE 2 HIGH VOLUME ENTRANCEWAY DISTANCES
COLUMN 1 COLUMN 2 COLUMN 3 COLUMN 4
No. of Parking No. of Parking Distance Between Distance
Spaces Spaces Entranceway and Between
Shopping Centre, Hotel , etc. , nearest two-way
etc.(see test) (see text) Steetline Entranceways
Up to 49 20 to 99 18 metres 15 metres
50 to 99 100 to 199 30 metres 30 metres
100 to 199 200 to 299 45 metres 45 metres
200 to 299 300 or more 60 metres 60 metres
300 or more 75 metres 75 metres
Where it is impossible to comply with these requirements on any
frontage, entranceways should be permitted only on the road carrying
the lesser volume of vehicular traffic and the entranceway should be
located as far removed from the nearest intersection as possible. In
cases where vehicular traffic volumes on the abutting roads are
essentially equal , entranceways should be constructed on -the road which
allows the entranceways to be located as far removed from the nearest
intersection.
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5.3 Sight Distance:
Adequate sight distance must be provided for both movements out
of an entranceway and into an entranceway with a minimum of
hazard and disruption to traffic.
The following sight distance requirements for passenger cars
are based on a 1.0 metre height of eye and a 1.4 metre height
of object . The distances for semi -trailers are based on a 1.8
metre height of eye and a 1.4 metre height of object.
The operating speed on each approach is assumed to be, in order
of desirability:
a) the 85th percentile speed;
b) the speed limit if based on an engineering study;
C) in the case of a new facility, 80 percent of the design
speed.
The sight distances shown in Tables 3 to 6 are designed to
enable exiting vehicles :
a) upon turning left or right, to accelerate to the
operating speed of the street without causing
approaching vehicles to reduce speed by more than 15
km/hr; and,
b) upon turning left, to clear the near half of the street
without conflicting with vehicles approaching from the
left.
The values shown in the following Tables are for urban
conditions. On rural highways , distances should be increased
by ten percent to allow for slower driver reaction.
The sight distance criteria shown in Tables 3 to 6 should be
considered in the context of the conditions of any given
location. Factors such as road grade, the potential for
accepting a greater reduction in speed by the traffic on the
street than is the derivation of the Tables, the proximity of
traffic signals and other traffic control features which will
affect vehicle flow, may serve to temper the spatial
requirements contained in the Tables. On the other hand, some
grade conditions alone may require the application of more
stringent requirements.
Vehicles slowing down and turning left to enter a two-way
entranceway will have adequate sight distance ahead of them if
the distance shown in Tables 3 to 6 have been provided to allow
safe exit from the entranceway itself. The sight distances
shown in Tables 7 and 8 are needed by vehicles turning left and
entering a one-way entranceway to allow them to clear oncoming
through vehicles safely.
When the criteria for sight distances cannot be met, it may be
possible to apply less stringent requirements by prohibiting
left turns by exiting vehicles.
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Restriction of turning movements to right turns in and out of
an entranceway, together with provision of a right-turn
acceleration lane designed in accordance with current
standards, permits a reduction in the sight distances shown in
Tables 3 through 8.
Direct access from a property to a Municipal Road will be
denied when the sight distances shown cannot be attained and
when restrictions on turning movements to and from a proposed
development would not be practical .
TABLE 3
Safe sight distance for passenger cars exiting from driveways
onto two-lane roads:
SAFE SIGHT SAFE SIGHT
OPERATING DISTANCE - DISTANCE -
SPEED LE� RIGHTa
40m
30 km/h 105m 80m
50 km/h 135m
60 km/h 160m 215m
80 km/h 225m 320m
100 km/h 290m
* a - measured from a vehicle 3m back of the pavement edge.
TABLE 4
Safe sight distances for passenger cars exiting from driveways
onto four and six-lane roads:
SAFE SIGHT SAFE SIGHT
OPERATING DISTANCE - DISTANCE -
SPEE_D _ LEFTa RIGHTc
40m
30 km/h 40m 80m
50 km/h 115m 135m
60 km/h 190m 215m
80 km/h 290m 320m
100 km/h
* b - measured from a vehicle 3m back of pavement edge to a
vehicle in the outside lane.
c - measured from a vehicle 3m back of pavement edge to a
vehicle approaching in the median lane.
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TABLE 5
Safe sight distances for semi-trailer exiting from driveways
onto two-lane roads:
SAFE SIGHT SAFE SIGHT
OPERATING DISTANCE - DISTANCE -
SPEED LEFTa RIGHTa
30 km/h 90 in 60 in
50 km/h 150 in 120 in
60 kin/h 260 in 260 in
80 km/h 490 in 490 in
100 km/h 760 in 760 in
* a - measured from a vehicle 3 in back of the pavement edge.
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TABLE 6
Safe sight distance for semi-trailers exiting from driveways
onto four and six-lane roads:
SAFE SIGHT SAFE SIGHT
OPERATING DISTANCE - DISTANCE -
SPEED LEFTb RIGHTc
30 km/h 60 in 60 in
50 km/h 120 in 120 in
60 km/h 260 in 260 in
80 km/h 490 in 490 in
100 km/h 760 in 760 in
* b - measured from a vehicle 3 in back of the pavement edge to
a vehicle in the outside lane.
* c - measured from a vehicle 3 in back of the pavement edge to
a vehicle approaching in the median lane.
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TABLE 7
Safe sight distances for passenger cars entering driveways by
left turns:
OPERATING SAFE SIGHT DISTANCE IN METRES - d
SPEED 2 Lane 4 Lane 6 Lane
30 km/h 45 m 50 m 50 m
50 km/h 70 m 75 m 80 m
60 km/h 115 m 120 m 130 m
80 km/h 160 m 170 m 180 m
100 km/h 215 m 225 m 240 m
* d - measured from the point where a left-turning vehicle
stops, to a vehicle in the outside lane.
t
TABLE 8
Safe sight distances for semi-trailers entering driveways by
left turns:
OPERATING SAFE SIGHT DISTANCES IN METRES - d
SPEED 2 Lane 4 Lane 6 Lane
30 km/h 80 m 85 m 90 m
50 km/h 120 m 135 m 145 m
60 km/h 175 m 190 m 205 m
80 km/h 245 m 270 m 290 m
100 km/h 305 m 335 m 365 m
* d - measured from the point where a left-turning vehicle
stops, to a vehicle in the outside lane.
5.4 Grades; Fill and Cut Conditions:
a) The desirable and suggested maximum grade changes for
urban and rural driveways under this policy are
illustrated in Figure 2 (See Appendix 'A' ) .
b) Fill conditons are illustrated in Figure 3 of Appendix
W .
c) Rural cut conditions are illustrated in Figure 4 of
Appendix
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5.5 Horizontal and Vertical Alignment:
I
For the purpose of this policy, and where physical conditions
allow, an application will not be approved:
a) for a commercial or industrial entranceway in an area
where the speed limit is 80 km/h or more;
- on a curve of more than three degrees (30)
- on a hill where the grade is more than four percent (4%)
b) for a commercial or industrial entranceway in an area
where the speed limit is less than 80 km/h;
- on a curve of more than six degrees (6°)
- on a hill where the grade is more than six percent (6%)
Concrete curbing 100 mm to 150 mm above the ground must be used
in the construction of any traffic islands and to physically
control vehicle traffic from entering or leaving the
applicant 's property at any other than approved entranceways.
Where the highway has an open ditch line of sufficient depth to
form a natural barrier, the desired control can be obtained by
leaving this ditch line open, thus eliminating the need for
curbing.
6. COSTS:
6.1 Costs payable to the Town of Newcastle in respect of
entranceway installation, relocation or alteration , of any
type, shall be inclusive of Inspection Fee, Labour, Equipment
and Materials required.
6.2 At the time of application for property access the Applicant
shall pay to the Town of Newcastle an Inspection Fee, which
shall be non-refundable.
6.3 Unless otherwise specified by the Director of Public Works, all
costs must be paid to the Town prior to:
a) Approval of an Application for Property Access;
b) Commencement of any work to be done.
6.4 When work is to be done on an 'Actual Cost' basis, this will be
the cost of Inspection Fee, Labour, Equipment and Materials, to
the total of which shall be added an Administration Fee of ten
percent (10%).
6.5 The Schedule of Costs applicable to the inspection and
installation of entranceways may be reviewed and amended from
time to time by the Director of Public Works.
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6. COSTS CONT'D.
6.6 All costs pertaining to the construction , alteration and/or
removal of an entranceway, including the installation or
extension of pipe, culvert or other materials or associated
works within the Municipal right-of-way, save and except those
incurred as detailed in 3.11, are to be borne by the applicant ,
and must be paid in advance of the commencement of work.
6.7 Costs associated with the installation of entranceways are
attached to this Policy as Schedule 'A' , and may be subject to
revision from time to time.
BY—LAW N0: APPENDIX 'A'
FIGURE 1
R—
PROPERTY p ( 1
LINE t
cc
I I
t
1 t_R
EDGE OF CURB OR
PAVEMENT
I
PROPERTY_
LINE
I
I
R
1_
1
1
1
NOTE* FOR AN ISLAND GREATER THAN 4.6 m= I
W' IS MEASURED ALONG INNER RADIUS 1
I R_
W
IT
I
1 I 1 1 I
i 1 1 t
IR I I s I C FUTURE CORNER
1 RADIUS
CENTRE LINE OF ENTRANCE
A CENTRE LINE OF ROADWAY
FIGURE 2 URBAN
PAVEMENT BLVD.
Gi 00.4
PROPERTY LINE
SAG
CREST
G OL
HIGH VOLUME ENTRANCEWAY =3% 15%
LOW VOLUME ENTRANCEWAY 66% •10%
NOTE= Gs MAX. APPLIES TO FIRST 6 m BACK OF PROPERTY LINE
FIGURE 3 RURAL (FILL CONDITION)
PAVEMENT SHLD. a RND
5.0 t5 1 L 1.15
�0°� M
CULVERT EXIST. GRADE
FIGURE 4 RURAL (CUT CONDITION)
PAVEMENT SHLD. a RND
5.0 1.5 1.5 L 1.5 h.5
EXIST. GRADE
Vo
0
6 /o --+ 0.50/0 —+..
CULVERT
l0 00 "I dl U) .P W N -�
m
D D cn -+ m D m c n m m
C) CL =3 n c Z n. n CT 0) C n a C �
+-
c+ to c-+ c- n — cn
C �• c+ 5 c cu CT
oj � w 0) c-+• a a < (D
c (D n =3
cn n n C n n cc--h cn
( -h 0°
n c+ 0) (D n O c+
O -5 c+ O n -5 cn o rn .� .� V)i V) .�r- o o
V) 0i ;�v cn = c+ o Ui o o =3 (n =3 C) =3
c+ c+ O (D c-F D N C' C) o O + Z O o o D ;E
U) F C � � (D (D O (D (D (D (D -n
O O 00 m OL 5 D m c+ X =:I X a X = (D g
pi Cr < 0) m D E3 x n =1 n B n cn (D O
:3 c< w cn cn rn
n m C Q LSZ LQ N ((D (0n LSZ (On %SZ (0n )SZ O
(D D N c+ =3 ,o N cn N =3
-5 -s - -h � -° o- o
0 o h +, --,j
�• O < Eg
c (D � cn B E3 rn
n n bg cn 0 n
o o
Cv =3 o X
r+• .� < n
(D O
0 --sz
o N cn
(n
a
5 c-+•
V o
DO n
D a � cn � Hy -I w n a n Cn �ss � � n cn D Cn D (n D Cn v
5 (D C -0 •-h =3- =3 C" = O =3 O (D 00 O (D 0-c-+• 0-c+ C].c+ N CU
�• n o (D c+ Cu C ti (D N N (D Cn 00 N N (D n_W n-0) n.0i c-+• <<
(<D O �. O � 3 E3 ((DD 3 N CT (1)i 3 -0 -0 -0 V) � � � (D Cu
3 �a �v a -s4 Ci (D or
+ (D (n -5 c+ C n -. a 0) F (D (D (D 00 a v a 1-40)
O q C). c+ D =7- CT c+ N n (n n 5 'S 'S n C C31'S 00-5 N'S (D
< -5 N C1 c+ (D (D (D 0) (D 01 0) \C1 \C1 \CD- Zo
(D<< C c+ c+ n O Eg CL - � =1 - D 23 =1 E3 -h
5 n_O (D -i t3 c n n C (D (D (D n C n n n 'o O
r (D O C 0 O 'S Qj Eg 0 � O Eg c+ c-F c+ C C �Eg + ' + + C" (D -5
C) N V) < (n (D n W sv n (D (D (D 0) n -5 -'S 'S -5 (D
n c-+-C)7 < c+ E-. (D O =Y' 3 c-F 3 c+ C• c+ =r (C) (a (0 (D cv �
(D Oj C 01 -5 0 N N Cu -• (D (D Cu + + + (D 0) n O n (D n (D -0 n R7
v) c+ (D CT Di + 'S n_ C1 -5 n_ -5 O O O C =7
cn ::3 o c-+• o w (a (C) -(�,q 4�q 4_,,)- (n
a Cv c+ -C7 D (D a oi Cu CD N N N Cu (D -0 -0 -0 'S
c+-5 'S 'S o (D a -a n C N C N (n rn w N cn • =3 � 0 •=
(D C m
m�.(D Pi � • c-F E (D (n (D N (D N CD- n_ m
C O C n c< C '0 -5 C+ -•5 c+ '5 c-+ �•
c+ = M n (D m 0) C 01 O n (D n (D Ul (ri U1 (D CT 0) 0) D < a
5 v) O (D -0 (D (n _0 r+ =r -S C- -5 -5 (D rcD rcD qD-
Di - c+ E C (D c+ O w 01 "0 'n "o CD-
=3 Cu -• � =3 n 1• 'S ;a -5 ;a (D (D (D TJ O 4_-4 A) 64 0i -(.4 la) C
n n C c< "0 ::E (D O C (n (D (p (D `S 5 "S (D < N c+ N c+ N c+ ia)
(D C (D N =q -• c+ (n n (D .O (D - n . . M�-. W�• -��•
N "5 n (D C' c+ v) C N C n n n C O • O O
(T(D -5 C - C (D V) O O O N C C to=5 (D
g N (D c-F c-+ -5 C1 `5 'S C C C 5 Ul cn cn C
"•M(/) -0 CT O (D + (D (D O C7 C7 (D CT CT CT c+
ch C o) C 0i (D => =-3 B � � < ff
C"c+-5 C � CT (n (D (D (D (D (D (D O O O O)
O (n �. -5 C1 0) =r (D p C C -5 5 -5 C I -I ---I C
C -(D _0 c+ c-F . c-+• cn O (n O Cn O n
^5� (D � (L� D U) N N N Cv Cv O
n C c+ C "C3
�. C C C
1
C " c+ (D (D fL A) Eg (D Cl O 0-O C]. O
< 0-5 Cl- z 0z � z
(D o)- C Cu 0 0 O U) H. (D (D (D
c- 0 co-+- (n o a c-F =3 n :E: n :E: C-) :E
(n (D n n � �. � 'S C- n C- n C-n
(D n O (D 0i c-+ ((D Cv A) C5 U) CL A.)
C < c+ W r• (D (C) C+ LO c+ (C] c+ C 1
c-O ( O( D p O (D �--� (D - (D
O
+ n (D (D (D (D
(D c
C2 Qj O (D '71
.X �• c+ (D N
n(D C D c+ O
='m r O
=•N (D C a
(Q O =q c-+' .I
C
N N
C) O C) O O m
a
0 0 0 0 0
C) C) 0 0 0
I