MANLYSpecification for
Civil Infrastructure Works, Developments & Subdivisions 2003
Prepared by
Manly CouncilJune 2003
Manly CouncilJune 2003
Date of Adoption—19 May 2003
Date of Enforcement—16 June 2003.
MANLYSpecification for
Civil Infrastructure Works, Developments & Subdivisions 2003
IMPORTANT NOTES
Before you turn to the specific
requirements of this specification
please read these notes, the
guidelines, aims and objectives.
1. Applicants should bear in
mind that the requirements
in this specification have
been formulated following
Council’s wish to ensure that
development in the Manly
local government area retains
the essential qualities of the
natural and urban environment
of Manly and to give guidance
that creates compatible
infill development and
redevelopment.
The intention of this
specification is to provide
uniform guidelines for the
design and construction of
civil infrastructure works
for all developments and
subdivisions, such as to:
. provide improvement
to public and private
amenities for residents and
visitors.
If you have any enquiries
regarding this specification please
contact:
Environmental
Services Division
on 9976 1500
Monday—Friday 8.30am-5pm.
2. All Development Applications
(DA) are assessed under
S79C of the Environmental
Planning and Assessment
Act 1979. This specification
are one of the ‘Matters for
Consideration’ specified
under S79C that is taken into
account by Council prior to
determining the DA.
3. The requirements of this
specification will be considered
prior to the issuing of a
Development Approval and
a Construction Certificate
prescribed under S109C of the
Environmental Planning and
Assessment Act 1979.
4. Applicants should have regard
to the:
. Manly Local Environmental
Plan 1988 (as amended)
(LEP)
. Development Control Plan
(DCP) for the Business
Zone 1989 (as amended)
. DCP for the Residential
Zone 2001 (as amended)
. Building Code of Australia
1993
. Local Government Act
1993
. All relevant Australian
Standards
where relevant when preparing a
DA.
CERTIFICATION
The Manly Specification for Civil Infrastructure Works, Development & Subdivision 2003
was adopted by Council Resolution on 19 May 2003
and came into force on 16 June 2003.
Henry T Wong
General Manager
TABLE OF CONTENTS
A. EXECUTIVE SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i
B. GENERAL INFORMATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ii
B1 Adoption date . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ii
B2 Citation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ii
B3 Land to which these guidelines apply . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ii
B4 Relationship to Manly LEP, other Manly DCP’s and other policies . . . . . . . . . . . . . . . . ii
B5 Aim and objectives of this specification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ii
C. HOW THE MANLY SPECIFICATION FOR CIVIL INFRASTRUCTURE WORKS, DEVELOPMENTS & SUBDIVISIONS WORKS . . . . . . . . . . . . . . . . . . . . iii
C1 Structure of the document . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . iii
C2 Understanding the specification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . iii
C3 Obtaining approvals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . iii
C3.1 Pre-lodgement consultation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . iii
C3.2 The Development Application (DA). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . iii
C4 Steps in using this specification: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . iv
1. GENERAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
2. STANDARD DRAWINGS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
3. ROAD RESERVE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
3.1 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
3.2 Road reserve width . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
3.3 Road geometry . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
4. FOOTWAY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
4.1 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
4.2 Footway minimum design requirements. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
4.3 Footway material . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
4.4 Footway within property . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
5. FOOTPATH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
5.1 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
5.2 Footpath for pedestrian only traffic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
5.3 Footpath for shared pedestrian and bicycle traffic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
i
6. KERB AND GUTTER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
6.1 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
6.2 Kerb and gutter minimum design requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
7. ROAD CARRIAGEWAY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
7.1 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
7.2 Carriageway cross-fall . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
7.3 Carriageway longitudinal gradients . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
7.4 Road carriageway pavement levels matching in with existing . . . . . . . . . . . . . . . . . . . . . . 9
7.5 Pavement. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
8. ANCILLARIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
8.1 Pedestrian crossing ramps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
8.2 Vehicle crossings and laybacks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
8.3 Stormwater drainage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
8.4 Vehicle crossings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
8.5 Traffic calming devices . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
8.6 Steps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
9. UTILITY SERVICES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
APPENDIX . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
Drawing no. 5: Concrete kerb details, concrete notes, details of pedestrian safety - minimum sight lines
Drawing no. 6: Vehicle crossing and layback details–pedestrian (pram) ramp standard detail
Drawing no. 8: Shared pedestrian and bicycle path detail, pedestrian footpath detail
Drawing no. 9: Concrete steps detail
Drawing no. 10: Road geometries
i
A. EXECUTIVE SUMMARY
This Manly Specification for
Civil Infrastructure Works,
Developments & Subdivisions
2003 provides guidelines for
the design of civil infrastructure
works for consideration during
the design stage of development.
This specification reflects
Council’s concern for the need to
provide minimum standards for
developments and subdivisions
to ensure that adequate
infrastructure is provided.
The requirements described
in this specification apply to all
developments and subdivisions in
the Manly local government area.
ii iii
B. GENERAL INFORMATION
B1 Adoption dateThe Specification for Civil
Infrastructure Works,
Developments & Subdivisions
2003, was adopted by Manly
Council on 19 May 2003 and
came into operation by public
notification on 16 June 2003.
B2 CitationThis document may be cited
as Manly Specification for
Civil Infrastructure Works,
Developments & Subdivisions
2003.
B3 Land to which these guidelines apply
This specification applies to
all land within the Manly local
government area as described
in Manly Council’s DCP for
the Business Zone 1989 (as
amended) and DCP for the
Residential Zone 2001.
B4 Relationship to Manly LEP, other Manly DCP’s and other policies
The Specification for Civil
Infrastructure Works, Developments
& Subdivisions 2003 supplement
Manly Council’s DCP for the
Business Zone 1989 (as amended)
and DCP for the Residential Zone
2001.
This specification should be read in
conjunction with the following DCP’s
and/or policies:
. Manly Local Environmental
Plan 1988 (as amended)
(LEP)
. DCP for the Residential Zone
2001
. DCP for the Business Zone
1989 (as amended)
. Specification for Stormwater
Drainage 2003
. Specification for On-site
Stormwater Management
2003.
B5 Aim and objectives of this specification
The aim of this specification is to
provide:
• minimum standards for
civil infrastructure such as
roadworks and ancillaries.
The objectives are to:
. provide uniform guidelines
for all developments and
subdivisions
. ensure that all
developments and newly
created allotments are
catered for by infrastructure.
ii iii
C. HOW THE MANLY SPECIFICATION FOR CIVIL INFRASTRUCTURE WORKS, DEVELOPMENTS & SUBDIVISIONS WORKS
C2 Understanding the specification
This document is divided into the
following sections:
. 1: provides general
background and objectives
. 2: Standard drawings
provides reference
to specific drawings
applicable to this document
. 3 to 8: the minimum
standards for civil
infrastructure is explained
in expanded detail
. 9: utility services and
minimum requirements.
C3 Obtaining approvals
C3.1 Pre-lodgement consultation
Applicants are strongly advised
to make an appointment with
a Council Assessment Officer
before detailed plans for the
proposal are commenced. This
will help identify important issues
at an early stage.
A number of Fact Sheets are
available from Council free of
charge. They define the various
categories of development and
help an applicant through the
various Council policies that may
need to be addressed during the
design and construction phases
of any development.
C3.2 The Development Application (DA)
Council’s DA package is
available from:
. Customer Service Centre
1 Belgrave St., Manly OR
. www.manly.nsw.gov.au
It contains information and
checklists required for an
application to be accepted,
processed and resolved by
Council.
C1 Structure of the document
This specification present general
guidelines which apply to all
developments and subdivisions
within the Manly local government
area.
The specification covers civil
infrastructure, roadworks and
ancillary items. These include
but is not limited to pavements,
footways, footpaths, kerbs &
gutters and carriageways which
are covered in separate sections
within this document.
Stormwater drainage is covered
extensive in separate documents
known as the Specification for
Stormwater Drainage 2003
and Specification for On-site
Stormwater Management 2003.
iv 1Manly Specification for Civil Infrastructure Works Development & Subdivisions 2003
C4 Steps in using this specification:
This specification is self
explanatory. The designer should
read carefully sections 1 to 10 to
obtain minimum standards when
designing road and/or ancillaries
iv 1Manly Specification for Civil Infrastructure Works Development & Subdivisions 2003
1. GENERAL
This Specification provides
minimum standards for the design
and construction of carriageways,
footways, footpaths, pavements,
kerb and gutter, utilities and
ancillaries, for all developments
and subdivisions.
Minimum standards provided in
this document shall apply unless
specified otherwise in Council’s
Paving Design Guidelines
(April 2002, amended February
2002) document, Specification
for Stormwater Drainage 2003
and Specification for On-site
Stormwater Management 2003.
2Manly Council
3Manly Specification for Civil Infrastructure Works Development & Subdivisions 2003
2. STANDARD DRAWINGS
The following standard drawings
are relevant to this document:
. drawing no. 5—
concrete kerb details,
concrete notes, details
of pedestrian safety–
minimum sight lines
. drawing no. 6—
vehicle crossing and
layback details–pedestrian
(pram) ramp standard
detail
. drawing no. 8—
shared pedestrian and
bicycle path detail,
pedestrian footpath detail
. drawing no. 9—
concrete steps detail
. drawing no. 10–
road geometries.
See appendix 1 for drawings.
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3Manly Specification for Civil Infrastructure Works Development & Subdivisions 2003
3. ROAD RESERVE
3.1 GeneralThe road reserve shall consist of
the following components:
. footway
. footpath
. kerb and gutter
. road carriageway, and
. ancillary items.
3.2 Road reserve width
The minimum road reserve widths
are given in table a - minimum
road widths.
TABLE A—MINIMUM ROAD WIDTHS
Road description Maximumdesignspeed (km/h)
Number of dwellings
served
Road reserve
Minimum road
widths+ (m) (carriage
way*)
Footway Maximum desirable
longitudinal gradient
(%)
Edge treatment (restraint)
minor, cul-de-sac 25 up to 15 13 6** 3.5 12.5 kerb
local , access road 40 15 to 70 15 8 3.5 10 kerb, barrier
collector road 50 70 to 250 18 11 3.5 10 kerb, barrier
local distributor 60 250 to 300+ 20 13 3.5 8.5 kerb, barrier
NOTES
1. + for two-way vehicular movement
2. * carriageway width may need to be increased where off-street parking is not available or is severely
restricted. Council reserves the right to increase the width where deemed necessary.
3. ** Width of carriageway shall be increased at bends to 7 metres for inside kerb radii up to 20 metres.
4. For Right-of-Ways on straight alignments, a minimum carriageway width of 3.5 metres is acceptable with
passing bays every 30 metres and at the entrance. Passing bays shall have a minimum carriageway
width of 5.5 metres.
5. For Right-of-Ways on curved sections, the carriageway width shall be increased to minimum 5.5 metres.
6. Parallel parking bays shall be minimum 6.5 metres long per vehicle with additional 0.75 metre splays
each end.
7. Barrier treatment may be required where requested by Council e.g. guardrail, median island, etc. In
such case, width of footway shall be increased to accommodate.
3.3 Road geometryThe geometric design of roads,
in relation to horizontal and
vertical curves, sight distances,
intersections, and so on, shall be
in accordance with RTA’s Road
Design Guide, Austroads’ Guide
to Traffic Engineering Practices
and other relevant standards.
Typical road geometry for cul-de-
sacs and access roads are given
in Council standard drawing no.
10 labelled road geometries.
4Manly Council
5Manly Specification for Civil Infrastructure Works Development & Subdivisions 2003
4. FOOTWAY
4.1 General The public footway shall be
re-graded across the entire
property frontage, as part of any
development, in the following
circumstances:
. Where the existing footway
outside the proposed
development has an
unacceptably steep cross-
fall of more than 1 in 3.
. The existing footway is
rough and difficult for
pedestrians to negotiate.
. The construction of a
vehicular crossing into
the site would result in
unreasonable undulations
in the footway or that the
vehicular crossing cannot
be constructed to match
the profile of the footway
without causing scraping
and bottoming of vehicles.
. Construction of a footpath
pavement and/or re-
alignment of the road
carriageway at a future
time requires the footway
to be raised or lowered.
Adjustment of the footway
would ensure access
difficulties for both
pedestrian and vehicular
traffic would not occur in
the future, and that walls
and fences within the
property matches in with
the proposed levels.
4.2 Footway minimum design requirements
The design of the footway must
take into consideration factors
such as the levels of adjoining
properties, the degree of
pedestrian usage, existing trees,
rock outcrops and other physical
features and the alignment
of existing or future road. The
minimum design criteria are set
out as follows:
. The maximum longitudinal
gradient of the footway
shall be 1 in 6.
. The maximum change in
gradient along footways
shall be 1 in 10 with a
minimum ease of 4.0
metres.
. If the footway gradient
exceeds 1 in 8, a concrete
or bitumen footpath shall
be constructed along the
re-graded section of the
footway as directed by
Council’s Engineer.
. Council may require the
construction of steps,
where it is considered
appropriate or where the
re-grading of the footway
would be extensive.
In general, where a
footpath is required and
its longitudinal gradient
exceeds 1 in 4, over a
distance of not less than
5.0 metres, steps are to
be installed. Approval will
be at the discretion of
Council’s Engineer.
. Footway cross-fall shall
be 3.0% to 33% without
the need to construct
a footpath pavement.
The absolute minimum
footway cross-fall shall be
1.0%. Where the footway
exceeds 33% cross-
fall, a footpath must be
constructed. The footway
shall be graded such that
there will be no localised
depressions which may
cause water to pond or to
allow the concentration of
stormwater.
Where it is necessary to raise or
lower the section of footway at the
front of properties, the adjoining
sections shall be re-graded to
provide a smooth transition to the
new levels. Council shall approve
transitions, between boundaries
and the footway, subject to the
above constraints.
Where access to properties
are affected by re-grading of
the footway, all work necessary
must be done to ensure that
satisfactory pedestrian and
vehicular access is restored.
Where necessary, works may
be required to be carried out
within private property. In such
circumstances, written consent
from the property owners shall be
provided. A copy of this consent
shall be submitted to Council prior
to any development approval.
4Manly Council
5Manly Specification for Civil Infrastructure Works Development & Subdivisions 2003
Council may also require that a
footpath pavement be constructed
to ensure safety for pedestrian
thoroughfare.
4.3 Footway materialMaterial to be used for filling of
the footway shall be clean fill
consisting of granular material
of not less than 70%, free of
vegetation, stumps, roots,
rubbish, construction waste and
other deleterious material.
Where excavation is in rock, the
rock shall be removed to a depth
of 300mm below the finished
surface level.
A minimum 100mm thick layer of
topsoil shall be placed over the
footway. Topsoil shall not contain
more than 40% clay content.
Clods in the topsoil shall not be
greater than 50mm in diameter.
The footway shall be turfed with
either couch, kikuyu or buffalo or
other types of ground cover to
match the existing turf types or as
specified by Council.
The turf shall be maintained by
the Contractor for two (2) months
after laying.
The Contractor shall be
responsible, at his expense, for
the replacement of dead turf
during the two (2) month period.
The footway will not be
considered satisfactory if:
. the finished level of the
footway adjacent to the
kerb is below the top of the
kerb;
. there is a step down or
uneven transition from any
footpaving or driveway
crossing to the finished
level of the footway;
. there are localised
depressions in the
footway which would
cause a tripping hazard,
the ponding of water
or the concentration of
stormwater runoff;
. there are areas of dead
turf.
4.4 Footway within property
Generally footways for private
access roads are not required
unless access to property, e.g. as
part of land subdivision including
community titles, requires the
construction of an access road
where its length exceeds 30
metres and no other access is
made available for pedestrian
thoroughfare.
Where a footway is required, the
width of the footway shall be no
less than 1.2 metres. Service
corridors shall be located within
the footway area where possible.
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7Manly Specification for Civil Infrastructure Works Development & Subdivisions 2003
5. FOOTPATH
5.1 GeneralCouncil will require a footpath
pavement to be constructed
across the entire property
frontage in the following
circumstances:
. the footway is difficult for
pedestrians to negotiate
. the development is
commercial or industrial
and the cost of providing
the footpath would not
represent more than 1%
of the total cost of the
development
. the development is
residential with two (2)
or more dwellings and
the cost of providing
the footpath would not
represent more than 1%
of the total cost of the
development
. the development is
commercial or industrial
and the existing footpath
is in poor condition and/or
hazardous to pedestrian
thoroughfare
. the development is
residential with two (2) or
more dwellings and the
existing footpath is in poor
condition and/or hazardous
to pedestrian thoroughfare
. the development is a new
subdivision
. as a condition of
Development Consent
5.2 Footpath for pedestrian only traffic
. shall be minimum
1.2 metres wide and
constructed in concrete,
unless specified otherwise
in Council’s Paving Design
Guidelines, dated April
2000
. concrete footpath
pavement cross-fall shall
be a minimum of 0.5%
and a maximum of 2.5%
(for disabled access) or
absolute maximum 5.0%
(disabled access not
required)—cross-fall shall
be directed towards the
kerb and gutter or to an
approved drainage system
and not into private property
. concrete strength shall
be 25 MPa at 28 days in
accordance with AS3600
– 1994, Concrete Structures
Code
. concrete shall be minimum
75mm uniform thickness
on minimum 100mm thick
road base (compacted to
minimum 98% maximum
dry density) or 50mm
thick well compacted sand
(compacted to a density
index of no less than 65%)
. the subgrade shall be
compacted and checked
for uniformity and all
irregularities made good
prior to the pouring of
concrete
. the concrete shall be
broom or wooden float
finished—all edges shall
be rounded with a 75mm
edging tool
. contraction/expansion or
construction joints shall be
formed from 10mm thick
compressible bituminous
cork filler board (mastic
jointing material)
. contraction joints shall be
installed in the full depth
of the slab at every 3.6
metres and at each side of
vehicular crossing slabs,
and against concrete
structures, where they shall
be installed at the full depth
of the concrete structure.
. weakened plane joints
shall be 3mm wide and
formed at every 1.2 metres
except for integral kerbs
where they are to match
joint locations in the slab
. concrete shall be cured
for at least seven (7)
days. Any damage or
unsatisfactory finish of the
slab shall be replaced at
the Contractor’s expense.
The construction of footpaths
within private access roads
shall also be required where the
minimum footway standards, as
given in Section 5.2 Footway
minimum design requirements,
cannot be provided.
Standard footpath pavement
details are given in Council’s
6Manly Council
7Manly Specification for Civil Infrastructure Works Development & Subdivisions 2003
standard drawing labelled shared
pedestrian and bicycle path
detail, pedestrian footpath details.
5.3 Footpath for shared pedestrian and bicycle traffic
. shall be minimum
2.0 metres wide and
constructed in either
concrete or bitumen as
required by Council, unless
specified otherwise in
Council’s Paving Design
Guidelines, dated April
2000
. the pavement width
must be wider than 2.0m
for shared pathways
where heavier traffic
is expected—in this
circumstance the
minimum width shall be in
accordance with the
Guide to Traffic
Engineering Practice, Part
14, Austroads–Bicycles
. concrete footpath
pavement cross-fall shall
be a minimum of 0.5%
and a maximum of 2.5%
(for disabled access)
or absolute maximum
5.0% (disabled access
not required). Cross-fall
shall be directed towards
the kerb and gutter or to
an approved drainage
system and not into private
property
. adequate signage shall
be provided indicating
shared pedestrian and
bicycle usage—signage
shall be provided both
on stems and painted
onto the pavement at the
appropriate locations, or as
directed by Council
. concrete strength shall
be 25 MPa at 28 days in
accordance with AS3600 –
1994, Concrete Structures
Code or asphaltic concrete
10mm aggregate (AC10)
. concrete shall be
130mm of uniform
thickness on 30mm thick
well compacted sand
(compacted to a density
index of no less than 65%),
unless specified otherwise
by Council or asphaltic
concrete 30mm of uniform
thickness on minimum
150mm thick road base
(compacted to minimum
98% maximum dry density)
. the subgrade shall be
compacted and checked
for uniformity and all
irregularities made good
prior to pouring of concrete
or laying of bitumen
. the concrete shall be
broom or wooden float
finished—all edges shall
be rounded with a 75mm
edging tool
. contraction/expansion
or construction joints
shall be formed in the
concrete from 10mm thick
compressible bituminous
cork filler board (mastic
jointing material)
. contraction joints in
concrete shall be installed
full depth of slab at every
6.0 metres and at each
side of vehicular crossings,
and against concrete
structures, where they shall
be installed at the full depth
of the concrete structure
. weakened plane joints
shall be provided in the
concrete 3mm wide and
formed at every 2.0 metres
except for integral kerbs
where they are to match
joint locations in the slab
. concrete shall be cured for
at least seven (7) days. Any
damage or unsatisfactory
finish shall be replaced.
Standard footpath pavement
details are given in Council’s
standard drawing no. 6, labelled
shared pedestrian and bicycle
path detail, pedestrian footpath
details.
In special circumstances, e.g.
where unusual topographical
conditions or constraints exist, or
where pedestrian demand for the
use of the footpath is low, Council
may waive the requirement to
install footpaving.
8Manly Council
9Manly Specification for Civil Infrastructure Works Development & Subdivisions 2003
6. KERB AND GUTTER
6.1 GeneralKerb and gutter shall be
constructed in the following
circumstances:
. the development is a new
subdivision and as part
of the proposed works
includes the construction of
a new road to access the
allotments
. kerb and gutter along
a paved carriageway
servicing the development
or along the property
frontage does not exist
or is in an unsatisfactory
condition or at
unacceptable levels
. constructed kerb and gutter
would protect the property
from the flow of stormwater
off a public road or reserve
. constructed kerb and
gutter would prevent
likely erosion of the road
shoulder as a result of
vehicular and/or pedestrian
traffic outside the proposed
development
. as a condition of
Development Consent.
Kerb and gutter construction
shall also be required for private
access roads where the above
circumstances exist.
6.2 Kerb and gutter minimum design requirements
The minimum criteria for kerb and
gutter design shall be as follows:
. the minimum longitudinal
gradient along the gutter
shall be 1%
. cross fall from the
centreline of the road shall
be 3%
. the proposed kerb and
gutter shall match in
with existing kerb and
gutter—where necessary,
a section of the existing
kerb and gutter need to be
reconstructed to ensure
that there is a smooth
transition
. existing crossovers and
drainage outlets affected
by the proposed works
shall be replaced and
extended to the new kerb
face.
Standard kerb and gutter details
is to be in accordance with
Council’s standard drawing no.
5, labelled concrete kerb details,
concrete notes.
Kerb and gutter refers to
standard-150mm high concrete
kerb with integral gutter. Where
approved by Council, other types
of edge treatments such as
rolled kerb and gutter, mountable
kerb and gutter, dish crossing,
sandstone blocks or brick kerbs
may be used.
Mountable or rolled kerbs are not
to be installed in areas where the
footway has a dedicated footpath
and/or ‘No Stopping’ or ‘No
Standing’ zones
8Manly Council
9Manly Specification for Civil Infrastructure Works Development & Subdivisions 2003
7. ROAD CARRIAGEWAY
7.1 GeneralThe road carriageway refers to
the section of the road reserve
for vehicular traffic flow. This shall
include private access roads
(e.g. right-of-ways). The minimum
design requirements are set out
below.
7.2 Carriageway cross-fall
Cross-falls from the centre or
crown of the carriageway to the
gutter:
. one-way cross-falls may
only be permitted for
narrow, one-way trafficked
carriageways
. offset crowns are not
acceptable
. super-elevation is not
normally provided but shall
be a maximum of 6% at
bends
. the minimum cross-fall
for asphaltic concrete
carriageway pavement
shall be 2.5% to 3%.
7.3 Carriageway longitudinal gradients
The general minimum longitudinal
gradient of the road carriageway
shall be 1%. Concrete pavements
may be permitted to have an
absolute minimum fall of 0.5%,
construction accuracy permitting.
The general maximum
longitudinal gradient shall be
12.5% for residential roads to
8.5% for local distributor roads.
Maximum gradients are given in
Table a - minimum road widths.
In special circumstances, a
maximum gradient of 16% may
be permitted. However this
is subject to adequate sight
distance of vertical curves.
7.4 Road carriageway pavement levels matching in with existing
The proposed road pavement
shall match in with the existing
pavement with regard to
adequate vertical eases and
horizontal transitions. This may
require the reconstruction of
a portion of the existing road
pavement to match in smoothly
with the new works. All costs
associated with the works must
be borne by the Applicant.
7.5 PavementThe minimum pavement details
and thickness are given in Table
b —pavement design.
10Manly Council
11Manly Specification for Civil Infrastructure Works Development & Subdivisions 2003
TABLE B—PAVEMENT DESIGN
PAVEMENT LAYERS LAYER THICKNESS (mm) MATERIAL
road description classification
minor and local residential
collector, local distributor commercial, industrial
SUBGRADE good* good* Refer to notes 2 and 3.crushed sandstone in accordance
with RTA Form 744 for crushed rock. 20mm FCR lime stabilised in accordance with RTA Form 744 for
crushed rock.Bituminous binder in accordance
with RTA specification and requirements. Asphaltic concrete
10mm wearing course
BASE COURSE 150 These pavements are to be designed in accordance with
AustRoads PavementDesign Manual by qualified
geotechnical engineers
INTERMEDIATE COURSE
100
BINDER COURSE -
WEARING COURSE 50
NOTES
1. * The above pavement thickness is for good subgrade conditions.
Where the existing subgrade condition is poor, a design subgrade
course must be provided.
2. Organic material or soft and yielding clay or other unsound
material shall be removed and replaced by approved crushed
sandstone.
3. Subgrade to be thoroughly trimmed and compacted by applying
a roller of no less than 8 tonnes until it conforms to the required
profile and exhibits some degree of compaction. Any unstable or
soft patches shall be removed and replaced as in Note 2.
The degree of compaction is that tested with an approved 8 tonne
three point roller, there should be negligible movement or be not
less than 100% of the standard density obtained when tested in
accordance with RTA Test Method T.111.
10Manly Council
11Manly Specification for Civil Infrastructure Works Development & Subdivisions 2003
8. ANCILLARIES
8.1 Pedestrian crossing ramps
Pedestrian crossing ramps shall
be constructed at each kerb
return opposite the extension of
the main footpath and in the kerb
opposite the extension of a public
pathway. Kerb ramps shall be in
accordance with Council standard
drawing labelled pedestrian
(pram) ramp standard detail.
8.2 Vehicle crossings and laybacks
For information regarding the
design and construction of vehicle
crossings refer to Council’s
Specification for the Construction
of Vehicle Crossings and
standard drawing labelled vehicle
crossing and layback detail.
8.3 Stormwater drainage
For information regarding the
design of stormwater drainage
systems refer to Council’s
Specification for Stormwater
Drainage.
8.4 Vehicle crossingsFor information regarding vehicle
crossings refer to Council’s
Specification for the Construction
of Vehicle Crossings.
8.5 Traffic calming devices
Traffic calming devices such
as thresholds, slow points,
speed humps, chicanes, shall
be designed in accordance with
AUSTROADS ‘ Guide to Traffic
Engineering Practice, Part 10,
Local Area Traffic Management.
8.6 StepsSteps shall be provided along
pedestrian-only footpaths where
the longitudinal gradient of the
pathway is sufficiently steep to
warrant its installation. In general,
where the longitudinal gradient of
the footpath exceeds 1 in 4, over
a distance of not less than 5.0
metres, steps are to be installed.
Steps shall be in reinforced
concrete and constructed on-
ground. Prefabricated units
may be considered in special
circumstances at the discretion
of Council’s Engineer. Refer
to standard drawing labelled
concrete steps detail.
Where the level change between
the steps and/or footpath and
the adjoining surface level, at a
distance of 1.5 metres, exceeds
500mm, handrails are to be
installed. Handrails are to be
designed in accordance with
AS1428.2 - 1992.
12Manly Council
9. UTILITY SERVICES
Satisfactory arrangements for
sewer and water services shall
be provided for land subdivisions
for residential use. Council
will not grant approval unless
satisfactory provisions can
be provided. In this regard, a
Section 73 Certificate under the
Sydney Water Act 1994 must be
obtained. This Certificate shall
be submitted to the Principal
Certifying Authority prior to the
release of the Subdivision or
Occupation Certificate.
Council will require certification
from each authority that its
requirements have been met
before it will issue a Subdivision
Certificate.
It is the Applicant’s responsibility
to provide for electricity and
telecommunication to the
new subdivision of land, and
where available, the provision
for reticulated gas supply.
All electricity supply shall be
provided as an underground
service. Where practicable, a
service corridor shall be provided
to cater for each allotment.
If, as part of the proposed
development, mains, services
and poles need to be relocated,
it shall be carried out at the
Applicant’s expense to the
satisfaction of Council and the
relevant utility authority.
Electricity services shall be
provided underground wherever
possible.
It is the responsibility of the
Applicant to ensure that all care
has been exercised to prevent
damage to any public utility, e.g.
gas, water, sewerage, electricity
and telecommunication. The
Applicant will be responsible for
any damage caused by him or his
agents, either directly or indirectly.
Where the alteration of house
services is required, it shall be
carried out by a suitably qualified
tradesperson.
Where a new public road is to
be constructed, the Applicant
shall liaise with the relevant
authority, arrange and pay
all costs and fees associated
with providing street lighting,
underground electrical power,
telecommunication services, and
adjustment of surface fittings,
pits, etc. affected by the proposed
works.
All underground services shall be
shown on the engineering plans
and submitted to Council for
approval.
12Manly Council
APPENDIXAppendix 1 Drawing No. 5: Concrete kerb details, concrete
notes, details of pedestrian safety - minimum sight lines
Drawing no. 6: Vehicle crossing and layback details–pedestrian (pram) ramp standard detail
Drawing No. 8: Shared pedestrian and bicycle path detail, pedestrian footpath detail
Drawing No. 9: Concrete steps detail Drawing No. 10: Road geometries
APPROV.
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DATEBOOKSLEVEL
AHDDATUM
TLDETAIL OF PEDESTRIAN SAFETY - MINIMUM SIGHT LINES
MANLY COUNCILSTANDARD DETAILS
RECOMMENDED
APPROVEDCONCRETE KERB DETAILS, CONCRETE NOTES
FILE No SHTREV. 5 of 10 *****PLAN No
04/02
***
04/02
N.A.
N.A.
THESE SHADED AREAS ARE TO BE KEPT CLEAR OFOBSTRUCTIONS FOR VISIBILITY.FOR CARPARK EXITS, REFER TO AS2890.1 - 1993, FIGURE3.2, "SIGHT DISTANCE REQUIREMENTS AT CARPARK EXITS"
THIS DRAWING IS THE PROPERTY OF MANLY COUNCIL.WRITTEN PERMISSION MUST BE OBTAINED FOR ANYREPRODUCTION, DUPLICATION, AMENDMENTS OROTHERWISE TO ALL OR PART OF THIS DRAWING.THIS DRAWING IS NOT TO BE USED FOR ANY OTHERPURPOSE.
GROUP MANAGER P+S
DIRECTOR P+S
PLANNING +STRATEGYGROUP
GENERAL CONCRETE AND CONSTRUCTION NOTES
1. ALL CONCRETE WORK IS TO BE IN ACCORDANCE WITH AS3600, GRADE 40.
2. COMPRESSIVE STRENGTH OF CONCRETE = 20MPa UNLESS OTHERWISENOTED.
3. ALL CONCRETE KERBS, GUTTERS, DISH DRAINS, FOOTPATHS, ANDCROSSINGS TO BE ON SAND OR GRANULAR BEDDING.
4. EXPANSION JOINTS WHERE REQUIRED TO BE FROM 10 THICK BITUMENIMPREGNATED FIBREBOARD FOR THE FULL DEPTH OF SECTION. THESE TOBE LOCATED AT TANGENT POINTS, AND PITS.
5. WHERE REPLACEMENT OF KERB AND GUTTER IS REQUIRED, THEEXISTING ROAD PAVMENT IS TO BE SAWCUT 900 FROM LIP OF GUTTER.
6. FORMWORK SHALL BE IN ACCORDANCE WITH AS3610.
7. FINISH:BROOM FINISH FOR RAMPS, FOOTPATHS, STAIR TREADS, LANDINGS ANDVEHICLE CROSSINGS.STEEL FLOAT FINISH FOR KERBING, DISH DRAINS, AND PITS.
8. FORMWORK FOR ALL EXTERNAL CORNERS OF EXPOSED CONCRETE TOINCORPORATE A 20x20 FILLET.
9. FOR STAIRS; BLINDING LAYER SHALL CONSIST OF 50 THICK CEMENTSTABILISED SAND LAYER (1:25 CEMENT:SAND) OVER EXISTING GROUND OR50 THICK CONCRETE (20MPa) OVER EXISTING ROCK.
10.WHERE TREE ROOTS GREATER THAN 20-DIA ARE ENCOUNTERED, HAND DIGTO AVOID DAMAGE TO THE TREE.
11.ALL EXISTING OUTLETS TO KERBS ARE TO BE REINSTATED.
12.VEGETATION IS TO BE CLEARED ABOVE ANY FOOTPATH. A MINIMUMCLEARANCE OF 2.0 METRES SHALL BE PROVIDED.
TO COMPLY WITH DA CONSENTA TL 03/02
900450 450
DISH GUTTER CROSSING
40
KERB AND GUTTERN.T.S.
150
680
65 165 450
100
40
MOUNTABLE KERB AND GUTTERN.T.S.
125
150150
600
N.T.S.
25 450
ROLLED KERB AND GUTTER
250
LEVEL50
N.T.S.
R300
600
150
R300
4015085
240
40
BOUNDARY ALIGNMENT
2000
KERB LINE
2000
2000
2000
PEDESTRIAN SAFETY - MINIMUM SIGHT LINES
DRIVEWAY
REINFORCEMENT F62 FABRIC IF REQUIRED
N.T.S.
KERB
STANDARD DETAILS
LIP TO BE FLUSH WITH INVERT
PROPERTY FRONTAGE WIDTH (m) CROSSING WIDTH AT THEBACK LAYBACK(m) BDY ALIGNMENT(m)
LESS THAN 10.0 3.0 3.010.0 TO LESS THAN 12.0 3.0 4.012.0 TO LESS THAN 15.0 3.0 5.015.0 TO LESS THAN 20.0 3.0 TO 4.0 6.020.0 TO LESS THAN 30.0 4.0 TO 6.0 7.0GREATER THAN 30.0 TO BE ASSESSED BY
COUNCIL'S ENGINEER
******CIVILCAD AUTOCAD
REVISION DETAILS
ALTERNATIVE TREATMENT WITH GUTTER
150
DESIGNED
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N.A. 04/02
TL GROUP MANAGER P+S
RECOMMENDED
APPROVED
DIRECTOR P+S
450 450
190
SLAB TO BE OF UNIFORMTHICKNESS. REFER TOSPECIFICATION FOR THEREQUIRED THICKNESSAND REINFORCEMENT
PEDESTRIAN (PRAM) RAMP NOTES
BASE 75 THICK FCR BEDDINGCONCRETE STRENGTH = 25MPa AT 28 DAYS.
OR AS SPECIFIED
4545
LINE
OR (600 - 800) x 1200 AS APPLICABLE
INSTALL TACTILE PAVERS,IN ACCORDANCE WITH AS1428.4-2002DIMENSIONS (600 - 800) x 1000
PEDESTRIAN (PRAM) RAMP STANDARD DETAILVEHICLE CROSSING AND LAYBACK DETAIL
FILE No REV.
1000 MIN
PLAN
N.T.S.
300
SHT 6 of 10 PLAN No *****
INSTALL DIRECTIONAL INDICATORS (TGSI) IN
TO SUIT THE LOCATION OF THE RAMPACCORDANCE WITH AS1428.4 - 2002,
600 MIN
UP
PROPERTY
UP
BOUNDARY
1330 MINWHERE PRACTICAL
1520
MAX
MANLY COUNCILTHIS DRAWING IS THE PROPERTY OF MANLY COUNCIL.WRITTEN PERMISSION MUST BE OBTAINED FOR ANYREPRODUCTION, DUPLICATION, AMENDMENTS OROTHERWISE TO ALL OR PART OF THIS DRAWING.THIS DRAWING IS NOT TO BE USED FOR ANY OTHERPURPOSE.
PLANNING +STRATEGYGROUPA TO COMPLY WITH DA CONSENTA TL 03/02
STANDARD PEDESTRIAN (PRAM) RAMP
FOOTPATH LEVEL BEYOND
RAMP SET FLUSH WITH PAVEMENT
7. CONCRETE STRENGTH IS TO BE 25MPa AT 28 DAYS.SPECIFICATION FOR THE CONSTRUCTION OF VEHICLE CROSSINGS.
6. THIS PLAN IS TO BE READ IN CONJUNCTION WITH MANLY COUNCIL'SBEFORE THE COMMENCEMENT OF WORKS.
5. LEVELS AT THE ROAD PROPERTY BOUNDARY ALIGNMENT TO BE OBTAINED4. ALL FILLET CURVES (BULLNOSE) TO BE RADIUS OF 25mm U.N.O.3. ALL MEASUREMENTS ARE IN MILLIMETRES U.N.O.2. LAYBACK REINFORCEMENT MAY BE OMITTED WHEN KERB MACHINE IS USED.
RESIDENTIAL ANDF72 FOR COMMERCIAL/INDUSTRIAL.REINFORCED WITH F62 FABRIC. SLAB TO BE REINFORCED WITH F62 FOR
1. CONCRETE TO BE MINIMUM THICKNESS 150mm U.N.O. LAYBACK TO BE
BASECOURSE ASSPECIFIED
BOUNDARY ALIGNMENT
STANDARD VEHICLE ACCESS AND LAYBACK
WIDTH AS SPECIFIED
EXPANSIONJO
INT
N.T.S.ELEVATION
600
PLAN
450 GUTTER
40
75KERB 45
0
LAYBACK
EXPANSIONJO
INT
75
LAYBACK GUTTER CROSSING
A
600
265
B
ELEVATION
SECTION A
N.T.S.
450450
150
150
B
THE KERB LINE SHOULD BE EQUALAT THE BOUNDARY ALIGNMENT AND NEARWHERE POSSIBLE THE WIDTH OF THE SLAB
F62 FABRICA
KERB
25mm BULLNOSE25
40
NOTES
80
REFER ALTERNATIVE TREATMENT
PAVEMENT AS SPECIFIEDEXISTING PAVEMENT OR
SECTION B
150VAR.
130
GRADE TO MEET FOOTWAY -MAX. 1 IN 8
KERB BEYOND
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8 of 10
MANLY COUNCILSHARED PEDESTRIAN AND BICYCLE PATH DETAIL
FILE No REV. SHT PLAN No *****
MAXIMUM 1 IN 4 IN CUT OR FILL
TURF STABILISEBATTER TO MATCH EXISTING
F72 FABRIC PLACED CENTRALLY
30 THICK COMPACTED SAND BEDDING
N.T.S.SHARED PEDESTRIAN AND BICYCLE PATH IN CONCRETE DETAIL
2300MAXIMUM 1 IN 4 IN CUT OR FILL
TURF STABILISEBATTER TO MATCH EXISTING
130 THICK CONCRETE
2000
MAX 2.5%
MAXIMUM BATTER 1 IN 4BATTER TO EXISTING.TURF STABILISE TO 98% STANDARD MAXIMUM DRY DENSITY
150 THICK DGB20 COMPACTED ROAD BASE
30 THICK AC10 ASPHALTIC CONCRETE
MAXIMUM 1 IN 4 IN CUT OR FILLBATTER TO MATCH EXISTING.TURF STABILISE
2300
2000VARIABLE WIDTH
N.T.S.SHARED PEDESTRIAN AND BICYCLE PATH IN BITUMEN DETAIL
11
11
41
1501200150
14 4
1
MAX 2.5%
VARIABLE WIDTH VARIABLE WIDTH
VARIABLE WIDTH
14
11
1
1
44
44
1
1
144
144
1
11
1
PEDESTRIAN FOOTPATH DETAIL
REINFORCEMENT AS SPECIFIED
WEAKENED PLANE JOINT DETAILN.T.S.
3 x 20 DEEP GROOVE
BASE AS SPECIFIED
CONCRETE THICKNESSAS SPECIFIED
(WHERE REQUIRED)
4
RIGID BOND BREAKER
DETAIL AN.T.S.
W
W AS SPECIFIEDGUN GRADE SEALANT
FORMED REBATESAWCUT OR TROWELGROOVED AS SPECIFIED
APPROVED POLYURETHANE
COLOURED TO SUITPAVEMENT TEXTURE
REINFORCEMENT AS SPECIFIED
N.T.S.CONSTRUCTION/EXPANSION JOINT DETAIL
CONCRETE THICKNESSAS SPECIFIED
BASE AS SPECIFIED
FILLER BOARD10 THICK COMPRESSIBLE CORK
(WHERE REQUIRED)
MATCH CONCRETETHICKNESS
REO AS SPECIFIED
BOND BREAKER. REFER DETAIL ABOARD WITH 10 DEEP SEALANT ON RIGID10 THICK COMPRESSIBLE CORK FILLER
DOWELLED EXPANSION JOINTN.T.S.
20mm DIA DOWELS 600 LONG.TWO DOWELS PLACED AT EQUAL SPACINGAND SET CENTRALLY INTO SLAB
PREPARE BY DRILLING INTO CONCRETE ANDFIX DOWEL INTO EXISTING CONCRETE DRIVE OR FOOTPATH.
(WHERE REQUIRED)THEN FIX DOWEL WITH GROUT OR EPOXY AS REQUIRED
PEDESTRIAN FOOTPATH IN CONCRETE DETAILN.T.S.
TOPSOIL AND TURF AS REQUIRED.BATTER TO EXISTING.BATTER TO BE IN CUT OR FILL.BATTER VARIABLE BUT MAXIMUM 1 IN 4
75 THICK CONCRETE ON 100 THICK ROADBASE COMPACTED TO 98% MAXIMUM DRYDENSITY
MAX 2.5%
THIS DRAWING IS THE PROPERTY OF MANLY COUNCIL.WRITTEN PERMISSION MUST BE OBTAINED FOR ANYREPRODUCTION, DUPLICATION, AMENDMENTS OROTHERWISE TO ALL OR PART OF THIS DRAWING.THIS DRAWING IS NOT TO BE USED FOR ANY OTHERPURPOSE.
GROUP MANAGER P+S
DIRECTOR P+S
PLANNING +STRATEGYGROUP
WEAKENED PLANE JOINT NOTES:
SAWN JOINTS = PERFORMED WHEN CONCRETE HAS SET.USED ON HEAVY DUTY OR THICK SLABS WHERE A DEEPER PENETRATION CUT ISREQUIRED. SAWCUTTING IS TO A DEPTH OF D/4.
TOOLED JOINTS = PERFORMED WHEN CONCRETE IS STILL IN A "PLASTIC" STATE.TO BE USED ON LIGHT DUTY OR THIN SLABS, E.G. FOOTPATHS WHERE A SMALLGROOVE PENETRATION IS SUFFICIENT
300MIN
150 100
GROUND AS SPECIFIEDPATH OR STAIR SLAB ON
WITH AS 1428.2-1992
HANDRAILS INACCORDANCE
75 THICK CONCRETE PAVEMENT
50 BLINDING LAYER
PAVEMENT
1200
0.5%
300
50 BLINDING LAYER
0.5%BATTER 1
2 (MIN)
FALL TOWARDS PATHAS REQUIRED TO ACHIEVE 0.5%GENERALLY FILL UPHILL SIDE
THE EXISTING GROUNDEMBEDDED 150 MIN INTO
PAVEMENT
COMPACTED SELECT FILL
300MIN
EDGE THICKENING TO BE
EXISTING SURFACE
150
0.5%
1200
50 THICK BLINDING LAYER
0.5%
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04/02 STANDARD DETAILSAPPROVED
RECOMMENDED
FILE No PLAN No9 of 10REV. SHT *****
500-S
OIL
200-R
OCK
KEY
300
150
1200 MIN.5% MAX.
150
150
5% MAX.1200 MIN.
FALL
FALL
10 THICKEXPANSION JOINT
EXPANSION JOINT10 THICK
10 THICKEXPANSION JOINT
REFER TYPICAL DETAIL
150
300
DETAIL A
R10
150
F102 FABRIC, 60 BOTTOM COVER
PROVIDE MAX. 3mm FALLON TREADS.PROVIDE 3 GROOVES TOFRONT THIRD OF STEPS
CONCRETE STEPS ON GROUND DETAILN.T.S.
CONCRETE STEPS NOTES
1. MAXIMUM NUMBER OF STEPS PER FLIGHT = 82. HANDRAILING SHALL BE PROVIDED WHERE THERE
ARE MORE THAN 5 RISERS IN ONE FLIGHT.HANDRAILS SHALL BE PROVIDED AT EITHER ORBOTH SIDES AS REQUIRED.
3. HANDRAILS SHALL BE IN ACCORDANCE WITHAS1428.2-1992.
4. HANDRAILING SHALL BE HOT-DIPPED GALVANISEDIN ACCORDANCE WITH AS1650-1981.
5. COMPRESSIVE STRENGTH OF CONCRETE AT 28DAYS SHALL BE 25MPa.
650
250
40 NOMINAL BORE GALVANISED IRON PIPEHANDRAIL. POSTS EMBEDDED 150 INTO CONCRETE
300
1500 MAX.
300
DETAIL AN.T.S.
450
STEPS IN CUT DETAILN.T.S.
STEPS IN FILL DETAILN.T.S.
EDGE THICKENING DETAILN.T.S.
PROVIDE SPOON DRAIN HERE IF AREADRAINING TO THE PATH EXCEEDS 15sqm
THIS DRAWING IS THE PROPERTY OF MANLY COUNCIL.WRITTEN PERMISSION MUST BE OBTAINED FOR ANYREPRODUCTION, DUPLICATION, AMENDMENTS OROTHERWISE TO ALL OR PART OF THIS DRAWING.THIS DRAWING IS NOT TO BE USED FOR ANY OTHERPURPOSE.
GROUP MANAGER P+S
DIRECTOR P+S
PLANNING +STRATEGYGROUP
PLAN No
MANLY COUNCILREVISION DETAILS
CIVILCAD AUTOCAD****** MC1.DWG
DRAWN APPROV.DESIGNED
SURVEYED
CHECKED
LEVELBOOKS
DRAWNAHD
BOOKSFIELDDATE
DATUM
04/02
04/02
***N.A.
N.A.
TL STANDARD DETAILS
RECOMMENDED
APPROVED
REV.
ROAD GEOMETERIES
FILE No SHT 10 of 10 *****
CARRIAGEWAY WIDTH
VERGE
BOUNDARY
DRIVEWAY TOPROPERTY
THE DESIGN TURNING CIRCLE FOR PUBLIC ROADSSHOULD BE ABLE TO ACCOMMODATE 8.8 METRELONG RIGID SERVICE VEHICLES OF 15 METRES (5 TO15 km/h SPEED ZONE). THE ABSOLUTE TURNINGCIRCLE SHALL BE MINIMUM 17 METRES IN DIAMETER
BOUNDARY
CARRIAGEWAY WIDTH
VERGE
MIN. RAD.
RADIUS 6.25 METRES SHOWN
HAMMER HEAD ARRANGEMENTCUL-DE-SACN.T.S.N.T.S.
N.T.S.DRIVEWAY SPLAYS OR RADIUS
RADIUS
SPLAY
5.5METR
ES
ORLE
SS
DRIVEWAY
CARRIAGEWAY
SPLA
Y
PASSING BAYS SHALL BE MINIMUM 6.5METRES/VEHICLE PLUS A SPLAY OF 0.75METRES AT EACH END = 8.0 METRES MIN.
3.5METR
ES
5.5METR
ES
8.5METRE
MINIMUM PASSING BAY DIMENSIONN.T.S.
THIS DRAWING IS THE PROPERTY OF MANLY COUNCIL.WRITTEN PERMISSION MUST BE OBTAINED FOR ANYREPRODUCTION, DUPLICATION, AMENDMENTS OROTHERWISE TO ALL OR PART OF THIS DRAWING.THIS DRAWING IS NOT TO BE USED FOR ANY OTHERPURPOSE.
GROUP MANAGER P+S
DIRECTOR P+S
PLANNING +STRATEGYGROUP
Driveways off narrow streets radii or splay length neededCarriageway width (m) for a 3.0 metre wide driveway (m)
5.5 0.55.0 1.03.5 2.03.0 3.0
*Note: Bends and splays shall only be permitted on the approach side oftraffic into the driveway and must be approved by Council's Engineer.