0
3
development.
stage,
The
requirements
3.3
•
•
provided These
Roadway
• the 3.2
This
design
boulevards, 3.1
Roadway
MUNICIPAL
design
Traffic
etc.;
sight
Road
geometrics,
Roadway
classification
guideline
commencing
requirements
and
•
•
3.3.1
•
ROAD
TRAFFIC
GENERAL
distance,
by
“Frictions”
capacity
Characteristics
values
Typical
Transportation
The
arterial;
outlined
construction
Roads
the
and
can
Geometrics
covers
CLASSIFICATION
General
Developer
design
grade
accessories
and
be
may
&
and
are street
cross-sections
with
in Systems
-
TRANSPORTATION
and
coordinated,
DEVELOPMENT
Traffic
the
designation
the
and
classified
be
safety
standards
the
are
furniture,
standards general
- considered,
-
latest
Association
curvature, to
Road
Traffic
Outline
provided
control
to
the
can
be
edition
in
Town’s
right-of-way,
established
for
design
of be
are
volume,
AND etc.
a
built
are
Plan,
measures,
functional
roads
affected
in
provided
provided
of
the
of
or
the
GEOMETRIC
satisfaction,
and
Canada;
in
the
re-built
and
speed,
minimum
shall
Municipal
order
construction
“Geometric
and
by
road
walks
hierarchy.
parking
in
that
be
the
configuration,
Municipal
that in
STANDARDS
approved
traffic
width,
in
the
the
following
basis
shall
Development
accordance
roads STANDARDS
conditions,
changes
Town
composition,
Design
The
of
be
for
Development
in
and
roads,
undertaken
factors:
roadway
of
the
road
width,
etc.;
Lamont.
walks,
are
Guide
with
design
access
classifications
Standard
justified
storage
traffic
the
and
for
utility,
stages
during
Standard
Drawings
locations
geometric
Canadian
walkway
fluctuations,
and
turnbay
Drawings.
and
the
of
gutters,
added.
are
right-of-way
subdivision
Drawings.
and
relating
subdivision
facilities.
design
Roads”
lengths
local,
numbers,
benefits
saturation
collector,
to
standards
by
and
Changes
roadway
the
design
are
driver
flow,
and
3-1 in
mix
Good Roadways
structure
heavy A
materials
Pending
be 3.4
Town
geotechnical
based
asphalt).
roadway
industrial
of
PAVEMENT A
be
be
sufficient
3.3.4
can
parking
should
A
local 3.3.3
connecting
not Arterial
the
3.3.2
shall
Lamont
testing
on
Local
Collector
in
permitted.
permitted
normally
results
connect
a
all
meet
20-year
industry
investigation
minimize
urban
applications.
may
road
roads
Local
Collector
Arterial
may
on-site
of
the
with
road
with
or
be
STRUCTURES
to
permitted
is
be
the
subdivision
generally
Road
design
construction
from
connect
higher intended
allowed
collectors,
required
the
parking
is
Road
local
geotechnical
Road
to
and
an
potential
Where
provide
life
load
streets,
on
industrial
with
serve
on
independent
solely
to
in for
developments
this
other
criteria.
meet
these
areas
practices
similar
road
insitu
local
use
as
type
other
investigation,
to
demands
arterials,
line-haul
area
street&
provide
use
with as
conditions
access
of
type
collectors
a
and
pavement
facility
is
and
poor
short-cut
mixed
shall
facilities
access
techniques
and
facilities
to
channel
and
subgrade
additional
in
frontage
and
be
freeways,
or
(i.e. the
service
design
between
surfaced
with
to
or
projected
Town
carrying
it
commercial
individual
with
towards
shall
materials.
arterial
developments,
pavement
no
is
collector
of
but
arterial
required
with industrial
be
Lamont.
traffic
traffic
not
roadways;
the
employed. properties.
asphaltic
and
local
This
roadways.
arterial
structure
streets.
volume.
between
for
bus
residential)
collect
would streets.
all
routes.
however,
developments
system.
This
All
strengths
activity
3
include
traffic
Parallel sites
-
On-street
street
Roadway
the
School
pavement
A
their
from
centres
should
pavement
collector
areas
and
andlor
should
location
and
several
buses
parking
angle
Systems
provide with
-
shall
only
(hot
street
may
3-2 is
3.5
withstand
(2) collector
to
In Town
Construction
no
year
case
of
cleaned
watermains,
The
of
loadings
3.5.4
The
been
The
sidewalks,
into All
Period.
3.5,3
Uniform
roads,
construction
Plans
Contractor’s
3.52 site The
capable
Roadway
3.5.1
ROAD
period
Lamont
road.
actions
the
signing,
shall
catch
Developer
Town and
Developer
work
installed
expected
for
access,
and
The
CONSTRUCTION
Maintenance
Completion
Dust
by
The Temporary
Traffic
General
will the
beyond
personnel.
temporary
by
basins shall
construction
shall
curb,
the
prior
pavement
total
promptly
roadways,
will
Developer
the
performance.
Control,
and
Developer
is
and
shall
Control
be
be
loads
gutter,
their
be
Developer,
to
within
responsible
pavement
carried
a
responsible
detours.
Final
The
required
Certificate
roads,
Construction
be Roads
design
be
due
of
shall
Street
must
and
Devices
and
the
solely
shall
Town
Existing
provided
Acceptance
where
out
REQUIREMENTS
to
detours,
access,
new
landscaped
thickness
boulevards
be
and
his
be
and
capacities.
also construction
to
at
Cleaning
responsible
or
for
being
placed
agents in
as
ensure
development
all
his
Access
the
an
be
Completion
accordance
with
snow
Facilities
published
times
and
actions closures,
appointed
solely Developer
issued
Certificate
be
in
all
or
that
within
areas,
detours
and
removal
two
Existing
less
in
test activity
Contractors.
for
responsible
an
are
existing
by
Snow
(2)
by
dust
than
and etc.
Certificate
results
the
with
are
efficient
representative
the
cause
is
shall
the
being
separate
and
in
services
subdivision
shall
directly
responsible
control
not
100mm
Town.
the
Removal
the
Transportation
street
and
be
for
disturbed
issued
plans
be
manner
for
Existing first
approved
has
additional
all
and
lifts.
adjacent
shall
in The
ensuring
cleaning
on
two
information
accordance
and
been
for
by
shall
for
debris
a
second
The
with
continuously
services
(2)
or
local
the
the
design
all
executed.
by
such
to
become
at
years
Association
fist
maintenance.
silt
approved
maintenance
Town.
once
duration
and
the
the
all
road
lift
lift
and
as
necessary
times
approved
shall
with
Town.
new
and
mud
being
the
shall
and
sewer
inoperable
debris
3
be
of
first
the
must
not development.
-
equipment
removal
have
of
be
Roadway
120mm
maintained
the
placed
All
Manual
mains,
be
Canada,
of
lift
designed
cannot
by
The
to
be
Warranty
weather
access
temporary
exposed
of
the
assess
placed
as
from
existence
after
asphalt
on
Town.
and
of
a
enter
Systems
a
and
result
to
to
a
type
the
prior
to
the
two
has 3-3
3.6
Town
of
follows
applied
Asphalt
Asphalt
9.2.
3.6.4
a
classification
maximum
in
Concrete
3.6.3 installed frost
Density Subgrades
300mm,
3.6.2
be
roadway
Materials
Manufactured 3.6.1
works
garbage
MATERIALS
maintenance Town’s
Developer 3.5.5
Staged
and
Lamont
curing
7
used
days),
susceptible
location
shall
in
to
Asphalt
materials,
surface
Concrete
(at
Subgrade
construction
records
General
compound.
Staged
condition
in in
trucks
specifications.
Table
for
all
used
size
be
suitable the
optimum
is
under
be
horizontal
roadways,
(CSA-A23.1),
of
required
Type
of
goods
courëe
construction
properly
in
3.2:
shall
and
underground
are
partially
Construction
materials.
roadway
the
mixing,
of
and
depths
HS
school
not
moisture
the
not
shall
shall
roadway
aggregate
to
and
(unless
including
Fill
restored
guaranteed.
soil,
Under
be
completed
place
spreading
meet
meet
to construction
have
vertical
buses.
materials
of
Subgrade
laid
and
utilities
meet
content).
roadways.
structure
a
specified
no
the
prior
the
a
temporary
of
prior
sidewalks,
replacement
minimum circumstances
compaction
surfaces
14.0-20.0
approval
works
standard
and
indicated
to
to
and
preparation
the
shall
Granular
shall
commencing
differently)
rolling
which
Granular
base
walkways
compressive
prior
of
be
manufacturer’s
be
mm,
on
of
requirements
shall
the
from
constructed
have
course
the
Road
to
the
shall
shall
a
Town.
5%
paving.
maximum
conform
Road
material
sources
plans
with
been
and
defective,
on
Base
typically
to
meeting
strength
8% dead
The
the
structures,
Bose
that
opened
The
of
specifications
to
Materials
to
compacted
approved
air
next
water/cement
Developer
suitable
100%
good
have
end
include
the
required
rejected
content,
of
stage
for
streets
required
30
been
practice.
Standard
shall
shall
use.
soils,
by
MPa scarification
to
of
or
densities
have
is
the
determined
and
be
to
100%
construction.
be
3
responsible
substandard
All
ratio
in
free testing.
-
accommodate
to
Town
A
conditioned
a the
Roadway
28
Proctor
partially
tack
a
nominal
of
from
Standard
days
C-2
approved
shall
to
0.45,
of
coat
See
from
exposure
a
organic
Lamont.
Density.
(20
for
completed
be
depth
materials
The
Systems
and
shall
Section
and
all
as
Proctor
MPa
the
use
of
and
3-4 be
The
Canadas
services
Street
lots. light
Street The
Society.
and
3.8
grade
Pavement as
aluminum
Developer on
Traffic
by
Highly be
3.7
Town
supplied
the
a
in
location
Final
Developer
shall
4x4
accordance
reflective
lights
lights
of
Transportation
reflective
control
ROADWAY
TRAFFIC
and
‘Guide
Lamont
pressure
Acceptance
be
street
markings,
at
Minimum
by
shall
shall
and
located
in
his
devices,
Alberta
shall
general
signs
for
engineer
blades,
own
density
be
be
with
97%
96%
96% 96%
97% 98%
CONTROL
treated
the
ILLUMINATION
provide
placed
provided
at
including
Density
expense.
are
Association
Certificate
the
Traffic
the
street
shall
Design
of
blue
required
grade
latest
post
point
the
at
plans
be
in
signs,
Supply.
for
locations
DEVICES,
lane
streetlights
of to
Pavement
located
colour,
edition
Street
where
lift
each
Rehabilitation
Paved Lane
Rehabilitation Second
residential
New
the
Roadway
of
for
for
markings,
at
and
Canada.
satisfaction
streetlights
all
the
Stop
paving
internal name
paving.
each
150mm
of
in
not
walkway
pavement
signage.
Table
STREET
stage
time
line the
marking
shall
interfering
signs
Lighting”.
mat
walkway
signs
and
Manual
stop
with
park
of
x
overlay
overlay 3.2
residential
be
40
400mm.
and
of
construction.
are
in
all
lines and
shall
the
SIGNS,
markings
in
area
mm
the
accordance
stages
to
accordance bikeways
of
opens
with
extension
traffic
40
more
Town.
be
be
and
thick
Uniform
that
Type
Mounting mat
mm
proposed
a
AND
painted
in
out
shall
minimum
does than
control
or
staged
of
thick 40
Street
less.
onto
with
of
Traffic PAVEMENT
Paving
with
be
mm
40
not
on
common
or
hardware
high
driveways
installed
IES
mm
the
sign
paving
the
abut
thick
the
size
less.
crossings,
Control park
—
density
thick.
top
Transportation
blades
Illumination of
onto
or
property
except
lift
600mm
MARKINGS
area. by
less
is
and
Devices
a
to
of
the
signs
are
lighted shall
be
asphalt
water
3-
2’
Developer
lines
to
x
bracket
shall
Engineering
Roadway
be
600mm.
stage
be
for
Association
street.
and
provided
between
both
extruded
Canada,
be
#ID-30B
sewer
mounted
and
at
A
Diamond
Systems
interim
street
two
by
shall
issued
of
the
6” 3-5
C)
3.12 with
Geometric
Urban
manual. 3.11
In
•
• •
• •
•
• Asphalt
• 3.10
In
3.9
Town
In
residential
general,
general,
Minimum
width
Maximum “Dead-end” Where
Maximum
possible
Maximum
Road Minimum
the
approaches
of
APPROACHES
DEAD-END
requirements
LANES
• 3.9.2
swales
3.9.1
•
•
•
• SWALES
•
The
Lamont
and
structure
Design
lane the
the
Minimum
75mm
Minimum
Minimum
150mm
Minimum
short
subdivisions,
maximum
lane
6.0
right-of-way
lane
length
length
following
following
will
lanes
traffic
Concrete
Grass
m
Guide
cutting
grade
and
grade depth;
shall
not
of
ROADS
depth,
of
of
outlined
Slope
must
500mm
2.0
Slope
is
right-of-way;
driveways
be
Swales
drainage
lane
length
AND
design
expected
be
design
for
shall
shall
between
m
permitted
all
may
Swales
with
be
as
Canadian
of
of
between
of
dead-end
DRIVEWAYS
be
Width;
in
of
terminated
per
be
0.70%
right
1.50%.
be
standards
4:1
standards
the
in
dead
1.0%.
shall
6.0%;
to
geotechnical
required,
streets;
lanes
maximum
of
in
Standard
be
streets
way;
Roads
end
new
be
roads
high,
shall
with
in
should
should
roads
developments.
as
(URBAN)
accordance
shall
such
and
shall
side
Drawings
a
be
determined
investigation;
means
that
be
350
be
as
not
as
slopes;
be
followed:
followed
modified
service
for
exceed
m
provided
to
and
cumulative
with
certain
turn
by
the
the
residential
for
350
the
herein.
around;
with
Transportation
commercial
Transportation
swales
Town;
m.
to
a
cul-de-sac
Lane
any
lots
required
one
layout
shall
developments,
catch
Association
Association
or
to
be
should
turnaround
3
facilitate
200 basin;
-
Roadway
m.
not
of
a
of
drainage
encourage
wider
Canada
Canada
consistent
Systems
surface 3-6
3.13
Town
of
3.13.2
Pedestrian
crossings
Curb
Refer
•
•
•
•
•
Concrete
•
3.13.1
The
Deviation
the
business/industry
3.12.2
Intersection
Driveways All
as 3.12.1
property
PEDESTRIAN
Lamont
hydrants,
driveways
Cul-de-sacs development;
Where
Where
walk
On On
On
end
maximum
ramps
to
the
Trails
the
both
Urban
Standard
of
Commercialllndustrial
Private
on
line
in
sidewalks
from
trails
the
linkage
there
same
same
on
shall
accordance
one
spacing
sides
light-standards,
adjacent
shall
corner
curb
Sidewalks
this
PATHWAYS
shall
see
side
Driveways
is
be
side
side
Drawings
will
of
is
a
standard
be
return,
measuring
provided
Standard
shah
arterial
possibility
required
and
lots
be
generate.
as
as
to
constructed
with
width
2.5
the
streetlights
street
shall
multi-purpose
be
and
for
m
roads
will
intersection.
the
at
service
on
to
of
Drawings.
wide
be
must
of
typical 1.2
lights
a
maintain require
Standard
sidewalks
Driveways
any
minimum
a
located
where
to
m
requirement
in
be
pedestals,
commercial/industrial
on
on
provide
in
layouts
accordance
designed
width
2.5
written
Local
Collector
there
continuity
to
Drawings.
at
horizontal
m
provide
a
will
all
and
Asphalt
roads;
is
minimum
approval
transformers,
to
roadway
be
no
to
roads;
dimensions.
with
provide
of
accommodate
a
required
parallel
distance
pedestrian minimum
path
the
from
1.5
intersections
continuity
lot
Standard
on
service
m
in
Infrastructure
manholes
shall
other
of
clearance
the
of
network; 1Gm
8.0
the
be
following
road
side);
Drawings.
of
60%
m
types
from
and
and
clearance
with
from
at
of
Services.
3
the
of
catch
instances:
all the
-
sidewalk
any
vehides
Roadway
edge
pedestrian
to
frontage
basins.
structure
future
from
of
(separate
the
driveway
the
Systems
of
lot
such
lot.
3-7 to