Specification for Civil Infrastructure Works, Developments ... · The Specification for Civil Infrastructure Works, Developments & Subdivisions 2003, was adopted by Manly Council

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,


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,


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.

2Manly Council


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


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


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.

6Manly Council


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


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


commercial or industrial

and the existing footpath

is in poor condition and/or

hazardous to pedestrian

thoroughfare


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


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


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


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


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


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.

******CIVILCAD AUTOCAD

REVISION DETAILS DRAWN

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FIELDBOOKS

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

CHECKED

SURVEYED

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DRAWNAHD

FIELDBOOKS

DATE

DATUM

BOOKSLEVEL

N.A. ***

04/02

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

APPROV.

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TL 04/02

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*** RECOMMENDED

APPROVED STANDARD DETAILS

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%


GROUP MANAGER P+S

DIRECTOR P+S


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

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


GROUP MANAGER P+S

DIRECTOR P+S


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.


GROUP MANAGER P+S

DIRECTOR P+S


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.

Documents

Specification for Civil Infrastructure Works, Developments ... · The Specification for Civil Infrastructure Works, Developments & Subdivisions 2003, was adopted by Manly Council