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Operational Works Application_62 Lake Macdonald Dr
Attached to the e-mail Operational Works Application OPW26/0069 - DA Form 1, Non for Profit documentation Civil and Landscape Plans -62 Lake MacDonald Drive, Cooroy.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
DA Form 1 – Development application details
Approved form (version 1.6 effective 2 August 2024) made under section 282 of the Planning Act 2016.
This form must be used to make a development application involving code assessment or impact assessment,
except when applying for development involving only building work.
For a development application involving building work only, use DA Form 2 – Building work details.
For a development application involving building work associated with any other type of assessable development
(i.e. material change of use, operational work or reconfiguring a lot), use this form (DA Form 1) and parts 4 to 6 of
DA Form 2 – Building work details.
Unless stated otherwise, all parts of this form must be completed in full and all required supporting information must
accompany the development application.
One or more additional pages may be attached as a schedule to this development application if there is insufficient
space on the form to include all the necessary information.
This form and any other form relevant to the development application must be used to make a development
application relating to strategic port land and Brisbane core port land under the Transport Infrastructure Act 1994,
and airport land under the Airport Assets (Restructuring and Disposal) Act 2008. For the purpose of assessing a
development application relating to strategic port land and Brisbane core port land, any reference to a planning
scheme is taken to mean a land use plan for the strategic port land, Brisbane port land use plan for Brisbane core
port land, or a land use plan for airport land.
Note: All terms used in this form have the meaning given under the Planning Act 2016, the Planning Regulation 2017, or the Development
Assessment Rules (DA Rules).
PART 1 – APPLICANT DETAILS
1) Applicant details
Applicant name(s) (individual or company full name) Arcos Group Pty Ltd C/O Coast2Bay Housing Pty Ltd
Contact name (only applicable for companies) Lachlan Swann
Postal address (P.O. Box or street address) 177c Brisbane Road
Suburb Mooloolaba
State QLD
Postcode 4557
Country Australia
Contact number 07 5293 7648
Email address (non-mandatory) [email protected]
Mobile number (non-mandatory)
Fax number (non-mandatory)
Applicant’s reference number(s) (if applicable)
1.1) Home-based business
Personal details to remain private in accordance with section 264(6) of Planning Act 2016
2) Owner’s consent
2.1) Is written consent of the owner required for this development application?
Yes – the written consent of the owner(s) is attached to this development application
No – proceed to 3)
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Full text of sections 2 to 16 (of 83)
Section 2
PART 2 – LOCATION DETAILS
3) Location of the premises (complete 3.1) or 3.2), and 3.3) as applicable)
Note: Provide details below and attach a site plan for any or all premises part of the development application. For further information, see DA
Forms Guide: Relevant plans.
3.1) Street address and lot on plan
Street address AND lot on plan (all lots must be listed), or
Street address AND lot on plan for an adjoining or adjacent property of the premises (appropriate for development in
water but adjoining or adjacent to land e.g. jetty, pontoon. All lots must be listed).
Unit No. Street No. Street Name and Type Suburb
62 Lake MacDonald Drive Cooroy
a)
Postcode Lot No. Plan Type and Number (e.g. RP, SP) Local Government Area(s)
2 (Part) SP348613 Noosa Shire Council
Unit No. Street No. Street Name and Type Suburb
b)
Postcode Lot No. Plan Type and Number (e.g. RP, SP) Local Government Area(s)
3.2) Coordinates of premises (appropriate for development in remote areas, over part of a lot or in water not adjoining or adjacent to land
e.g. channel dredging in Moreton Bay)
Note: Place each set of coordinates in a separate row.
Coordinates of premises by longitude and latitude
Longitude(s) Latitude(s) Datum Local Government Area(s) (if applicable)
WGS84
GDA94
Other:
Coordinates of premises by easting and northing
Easting(s) Northing(s) Zone Ref. Datum Local Government Area(s) (if applicable)
54 WGS84
55 GDA94
56 Other:
3.3) Additional premises
Additional premises are relevant to this development application and the details of these premises have been
attached in a schedule to this development application
Not required
4) Identify any of the following that apply to the premises and provide any relevant details
In or adjacent to a water body or watercourse or in or above an aquifer
Name of water body, watercourse or aquifer:
On strategic port land under the Transport Infrastructure Act 1994
Lot on plan description of strategic port land:
Name of port authority for the lot:
In a tidal area
Name of local government for the tidal area (if applicable):
Name of port authority for tidal area (if applicable)
Page 2
DA Form 1 – Development application details
Version 1.6— 2 August 2024
Section 3
On airport land under the Airport Assets (Restructuring and Disposal) Act 2008
Name of airport:
Listed on the Environmental Management Register (EMR) under the Environmental Protection Act 1994
EMR site identification:
Listed on the Contaminated Land Register (CLR) under the Environmental Protection Act 1994
CLR site identification:
5) Are there any existing easements over the premises?
Note: Easement uses vary throughout Queensland and are to be identified correctly and accurately. For further information on easements and
how they may affect the proposed development, see DA Forms Guide.
Yes – All easement locations, types and dimensions are included in plans submitted with this development
application
No
PART 3 – DEVELOPMENT DETAILS
Section 1 – Aspects of development
6.1) Provide details about the first development aspect
a) What is the type of development? (tick only one box)
Material change of use Reconfiguring a lot Operational work Building work
b) What is the approval type? (tick only one box)
Development permit Preliminary approval Preliminary approval that includes a variation approval
c) What is the level of assessment?
Code assessment Impact assessment (requires public notification)
d) Provide a brief description of the proposal (e.g. 6 unit apartment building defined as multi-unit dwelling, reconfiguration of 1 lot into 3
lots):
Development Permit to establish a Multiple Dwelling comprising 25 small dwellings for Affordable Rental Premises
e) Relevant plans
Note: Relevant plans are required to be submitted for all aspects of this development application. For further information, see DA Forms guide:
Relevant plans.
Relevant plans of the proposed development are attached to the development application
6.2) Provide details about the second development aspect
a) What is the type of development? (tick only one box)
Material change of use Reconfiguring a lot Operational work Building work
b) What is the approval type? (tick only one box)
Development permit Preliminary approval Preliminary approval that includes a variation approval
c) What is the level of assessment?
Code assessment Impact assessment (requires public notification)
d) Provide a brief description of the proposal (e.g. 6 unit apartment building defined as multi-unit dwelling, reconfiguration of 1 lot into 3
lots):
e) Relevant plans
Note: Relevant plans are required to be submitted for all aspects of this development application. For further information, see DA Forms Guide:
Relevant plans.
Relevant plans of the proposed development are attached to the development application
Section 4
6.3) Additional aspects of development
Additional aspects of development are relevant to this development application and the details for these aspects
that would be required under Part 3 Section 1 of this form have been attached to this development application
Not required
6.4) Is the application for State facilitated development?
Yes - Has a notice of declaration been given by the Minister?
No
Section 2 – Further development details
7) Does the proposed development application involve any of the following?
Material change of use Yes – complete division 1 if assessable against a local planning instrument
Reconfiguring a lot Yes – complete division 2
Operational work Yes – complete division 3
Building work Yes – complete DA Form 2 – Building work details
Division 1 – Material change of use
Note: This division is only required to be completed if any part of the development application involves a material change of use assessable against a
local planning instrument.
8.1) Describe the proposed material change of use
Provide a general description of the Provide the planning scheme definition Number of dwelling Gross floor
proposed use (include each definition in a new row) units (if applicable) area (m2)
(if applicable)
8.2) Does the proposed use involve the use of existing buildings on the premises?
Yes
No
8.3) Does the proposed development relate to temporary accepted development under the Planning Regulation?
Yes – provide details below or include details in a schedule to this development application
No
Provide a general description of the temporary accepted development Specify the stated period dates
under the Planning Regulation
Division 2 – Reconfiguring a lot
Note: This division is only required to be completed if any part of the development application involves reconfiguring a lot.
9.1) What is the total number of existing lots making up the premises?
9.2) What is the nature of the lot reconfiguration? (tick all applicable boxes)
Subdivision (complete 10) Dividing land into parts by agreement (complete 11)
Boundary realignment (complete 12) Creating or changing an easement giving access to a lot
from a constructed road (complete 13)
Section 5
10) Subdivision
10.1) For this development, how many lots are being created and what is the intended use of those lots:
Intended use of lots created Residential Commercial Industrial Other, please specify:
Number of lots created
10.2) Will the subdivision be staged?
Yes – provide additional details below
No
How many stages will the works include?
What stage(s) will this development application
apply to?
11) Dividing land into parts by agreement – how many parts are being created and what is the intended use of the
parts?
Intended use of parts created Residential Commercial Industrial Other, please specify:
Number of parts created
12) Boundary realignment
12.1) What are the current and proposed areas for each lot comprising the premises?
Current lot Proposed lot
Lot on plan description Area (m2) Lot on plan description Area (m2)
12.2) What is the reason for the boundary realignment?
13) What are the dimensions and nature of any existing easements being changed and/or any proposed easement?
(attach schedule if there are more than two easements)
Existing or Width (m) Length (m) Purpose of the easement? (e.g. Identify the land/lot(s)
proposed? pedestrian access) benefitted by the easement
Division 3 – Operational work
Note: This division is only required to be completed if any part of the development application involves operational work.
14.1) What is the nature of the operational work?
Road work Stormwater Water infrastructure
Drainage work Earthworks Sewage infrastructure
Landscaping Signage Clearing vegetation
Other – please specify: Carparking
14.2) Is the operational work necessary to facilitate the creation of new lots? (e.g. subdivision)
Yes – specify number of new lots:
No
Section 6
14.3) What is the monetary value of the proposed operational work? (include GST, materials and labour)
$140,000
PART 4 – ASSESSMENT MANAGER DETAILS
15) Identify the assessment manager(s) who will be assessing this development application
Noosa Shire Council – Patrick Murphy
16) Has the local government agreed to apply a superseded planning scheme for this development application?
Yes – a copy of the decision notice is attached to this development application
The local government is taken to have agreed to the superseded planning scheme request – relevant documents
attached
No
PART 5 – REFERRAL DETAILS
17) Does this development application include any aspects that have any referral requirements?
Note: A development application will require referral if prescribed by the Planning Regulation 2017.
No, there are no referral requirements relevant to any development aspects identified in this development
application – proceed to Part 6
Matters requiring referral to the Chief Executive of the Planning Act 2016:
Clearing native vegetation
Contaminated land (unexploded ordnance)
Environmentally relevant activities (ERA) (only if the ERA has not been devolved to a local government)
Fisheries – aquaculture
Fisheries – declared fish habitat area
Fisheries – marine plants
Fisheries – waterway barrier works
Hazardous chemical facilities
Heritage places – Queensland heritage place (on or near a Queensland heritage place)
Infrastructure-related referrals – designated premises
Infrastructure-related referrals – state transport infrastructure
Infrastructure-related referrals – State transport corridor and future State transport corridor
Infrastructure-related referrals – State-controlled transport tunnels and future state-controlled transport tunnels
Infrastructure-related referrals – near a state-controlled road intersection
Koala habitat in SEQ region – interfering with koala habitat in koala habitat areas outside koala priority areas
Koala habitat in SEQ region – key resource areas
Ports – Brisbane core port land – near a State transport corridor or future State transport corridor
Ports – Brisbane core port land – environmentally relevant activity (ERA)
Ports – Brisbane core port land – tidal works or work in a coastal management district
Ports – Brisbane core port land – hazardous chemical facility
Ports – Brisbane core port land – taking or interfering with water
Ports – Brisbane core port land – referable dams
Ports – Brisbane core port land – fisheries
Ports – Land within Port of Brisbane’s port limits (below high-water mark)
SEQ development area
SEQ regional landscape and rural production area or SEQ rural living area – tourist activity or sport and
recreation activity
SEQ regional landscape and rural production area or SEQ rural living area – community activity
SEQ regional landscape and rural production area or SEQ rural living area – indoor recreation
SEQ regional landscape and rural production area or SEQ rural living area – urban activity
SEQ regional landscape and rural production area or SEQ rural living area – combined use
SEQ northern inter-urban break – tourist activity or sport and recreation activity
Section 7
SEQ northern inter-urban break – community activity
SEQ northern inter-urban break – indoor recreation
SEQ northern inter-urban break – urban activity
SEQ northern inter-urban break – combined use
Tidal works or works in a coastal management district
Reconfiguring a lot in a coastal management district or for a canal
Erosion prone area in a coastal management district
Urban design
Water-related development – taking or interfering with water
Water-related development – removing quarry material (from a watercourse or lake)
Water-related development – referable dams
Water-related development –levees (category 3 levees only)
Wetland protection area
Matters requiring referral to the local government:
Airport land
Environmentally relevant activities (ERA) (only if the ERA has been devolved to local government)
Heritage places – Local heritage places
Matters requiring referral to the Chief Executive of the distribution entity or transmission entity:
Infrastructure-related referrals – Electricity infrastructure
Matters requiring referral to:
• The Chief Executive of the holder of the licence, if not an individual
• The holder of the licence, if the holder of the licence is an individual
Infrastructure-related referrals – Oil and gas infrastructure
Matters requiring referral to the Brisbane City Council:
Ports – Brisbane core port land
Matters requiring referral to the Minister responsible for administering the Transport Infrastructure Act 1994:
Ports – Brisbane core port land (where inconsistent with the Brisbane port LUP for transport reasons)
Ports – Strategic port land
Matters requiring referral to the relevant port operator, if applicant is not port operator:
Ports – Land within Port of Brisbane’s port limits (below high-water mark)
Matters requiring referral to the Chief Executive of the relevant port authority:
Ports – Land within limits of another port (below high-water mark)
Matters requiring referral to the Gold Coast Waterways Authority:
Tidal works or work in a coastal management district (in Gold Coast waters)
Matters requiring referral to the Queensland Fire and Emergency Service:
Tidal works or work in a coastal management district (involving a marina (more than six vessel berths))
18) Has any referral agency provided a referral response for this development application?
Yes – referral response(s) received and listed below are attached to this development application
No
Referral requirement Referral agency Date of referral response
Identify and describe any changes made to the proposed development application that was the subject of the
referral response and this development application, or include details in a schedule to this development application
(if applicable).
Page 7
DA Form 1 – Development application details
Version 1.6— 2 August 2024
Section 8
PART 6 – INFORMATION REQUEST
19) Information request under the DA Rules
I agree to receive an information request if determined necessary for this development application
I do not agree to accept an information request for this development application
Note: By not agreeing to accept an information request I, the applicant, acknowledge:
• that this development application will be assessed and decided based on the information provided when making this development
application and the assessment manager and any referral agencies relevant to the development application are not obligated under the DA
Rules to accept any additional information provided by the applicant for the development application unless agreed to by the relevant
parties
• Part 3 under Chapter 1 of the DA Rules will still apply if the application is an application listed under section 11.3 of the DA Rules or
• Part 2under Chapter 2 of the DA Rules will still apply if the application is for state facilitated development
Further advice about information requests is contained in the DA Forms Guide.
PART 7 – FURTHER DETAILS
20) Are there any associated development applications or current approvals? (e.g. a preliminary approval)
Yes – provide details below or include details in a schedule to this development application
No
List of approval/development Reference number Date Assessment
application references manager
Approval Noosa Council -
MCU25/0118 24/02/2026 Patrick Murphy
Development application
Approval
Development application
21) Has the portable long service leave levy been paid? (only applicable to development applications involving building work or
operational work)
Yes – a copy of the receipted QLeave form is attached to this development application
No – I, the applicant will provide evidence that the portable long service leave levy has been paid before the
assessment manager decides the development application. I acknowledge that the assessment manager may
give a development approval only if I provide evidence that the portable long service leave levy has been paid
Not applicable (e.g. building and construction work is less than $150,000 excluding GST)
Amount paid Date paid (dd/mm/yy) QLeave levy number (A, B or E)
$
22) Is this development application in response to a show cause notice or required as a result of an enforcement
notice?
Yes – show cause or enforcement notice is attached
No
Page 8
DA Form 1 – Development application details
Version 1.6— 2 August 2024
Section 9
23) Further legislative requirements
Environmentally relevant activities
23.1) Is this development application also taken to be an application for an environmental authority for an
Environmentally Relevant Activity (ERA) under section 115 of the Environmental Protection Act 1994?
Yes – the required attachment (form ESR/2015/1791) for an application for an environmental authority
accompanies this development application, and details are provided in the table below
No
Note: Application for an environmental authority can be found by searching “ESR/2015/1791” as a search term at www.qld.gov.au. An ERA
requires an environmental authority to operate. See www.business.qld.gov.au for further information.
Proposed ERA number: Proposed ERA threshold:
Proposed ERA name:
Multiple ERAs are applicable to this development application and the details have been attached in a schedule to
this development application.
Hazardous chemical facilities
23.2) Is this development application for a hazardous chemical facility?
Yes – Form 536: Notification of a facility exceeding 10% of schedule 15 threshold is attached to this development
application
No
Note: See www.business.qld.gov.au for further information about hazardous chemical notifications.
Clearing native vegetation
23.3) Does this development application involve clearing native vegetation that requires written confirmation that
the chief executive of the Vegetation Management Act 1999 is satisfied the clearing is for a relevant purpose under
section 22A of the Vegetation Management Act 1999?
Yes – this development application includes written confirmation from the chief executive of the Vegetation
Management Act 1999 (s22A determination)
No
Note: 1. Where a development application for operational work or material change of use requires a s22A determination and this is not included,
the development application is prohibited development.
2. See https://www.qld.gov.au/environment/land/vegetation/applying for further information on how to obtain a s22A determination.
Environmental offsets
23.4) Is this development application taken to be a prescribed activity that may have a significant residual impact on
a prescribed environmental matter under the Environmental Offsets Act 2014?
Yes – I acknowledge that an environmental offset must be provided for any prescribed activity assessed as
having a significant residual impact on a prescribed environmental matter
No
Note: The environmental offset section of the Queensland Government’s website can be accessed at www.qld.gov.au for further information on
environmental offsets.
Koala habitat in SEQ Region
23.5) Does this development application involve a material change of use, reconfiguring a lot or operational work
which is assessable development under Schedule 10, Part 10 of the Planning Regulation 2017?
Yes – the development application involves premises in the koala habitat area in the koala priority area
Yes – the development application involves premises in the koala habitat area outside the koala priority area
No
Note: If a koala habitat area determination has been obtained for this premises and is current over the land, it should be provided as part of this
development application. See koala habitat area guidance materials at www.desi.qld.gov.au for further information.
Section 10
Water resources
23.6) Does this development application involve taking or interfering with underground water through an
artesian or subartesian bore, taking or interfering with water in a watercourse, lake or spring, or taking
overland flow water under the Water Act 2000?
Yes – the relevant template is completed and attached to this development application and I acknowledge that a
relevant authorisation or licence under the Water Act 2000 may be required prior to commencing development
No
Note: Contact the Department of Resources at www.resources.qld.gov.au for further information.
DA templates are available from planning.statedevelopment.qld.gov.au. If the development application involves:
• Taking or interfering with underground water through an artesian or subartesian bore: complete DA Form 1 Template 1
• Taking or interfering with water in a watercourse, lake or spring: complete DA Form1 Template 2
• Taking overland flow water: complete DA Form 1 Template 3.
Waterway barrier works
23.7) Does this application involve waterway barrier works?
Yes – the relevant template is completed and attached to this development application
No
DA templates are available from planning.statedevelopment.qld.gov.au. For a development application involving waterway barrier works,
complete DA Form 1 Template 4.
Marine activities
23.8) Does this development application involve aquaculture, works within a declared fish habitat area or
removal, disturbance or destruction of marine plants?
Yes – an associated resource allocation authority is attached to this development application, if required under
the Fisheries Act 1994
No
Note: See guidance materials at www.daf.qld.gov.au for further information.
Quarry materials from a watercourse or lake
23.9) Does this development application involve the removal of quarry materials from a watercourse or lake
under the Water Act 2000?
Yes – I acknowledge that a quarry material allocation notice must be obtained prior to commencing development
No
Note: Contact the Department of Resources at www.resources.qld.gov.au and www.business.qld.gov.au for further information.
Quarry materials from land under tidal waters
23.10) Does this development application involve the removal of quarry materials from land under tidal water
under the Coastal Protection and Management Act 1995?
Yes – I acknowledge that a quarry material allocation notice must be obtained prior to commencing development
No
Note: Contact the Department of Environment, Science and Innovation at www.desi.qld.gov.au for further information.
Referable dams
23.11) Does this development application involve a referable dam required to be failure impact assessed under
section 343 of the Water Supply (Safety and Reliability) Act 2008 (the Water Supply Act)?
Yes – the ‘Notice Accepting a Failure Impact Assessment’ from the chief executive administering the Water
Supply Act is attached to this development application
No
Note: See guidance materials at www.resources.qld.gov.au for further information.
Section 11
Tidal work or development within a coastal management district
23.12) Does this development application involve tidal work or development in a coastal management district?
Yes – the following is included with this development application:
Evidence the proposal meets the code for assessable development that is prescribed tidal work (only required
if application involves prescribed tidal work)
A certificate of title
No
Note: See guidance materials at www.desi.qld.gov.au for further information.
Queensland and local heritage places
23.13) Does this development application propose development on or adjoining a place entered in the Queensland
heritage register or on a place entered in a local government’s Local Heritage Register?
Yes – details of the heritage place are provided in the table below
No
Note: See guidance materials at www.desi.qld.gov.au for information requirements regarding development of Queensland heritage places.
For a heritage place that has cultural heritage significance as a local heritage place and a Queensland heritage place, provisions are in place
under the Planning Act 2016 that limit a local categorising instrument from including an assessment benchmark about the effect or impact of,
development on the stated cultural heritage significance of that place. See guidance materials at www.planning.statedevelopment.qldgov.au for
information regarding assessment of Queensland heritage places.
Name of the heritage place: Place ID:
Decision under section 62 of the Transport Infrastructure Act 1994
23.14) Does this development application involve new or changed access to a state-controlled road?
Yes – this application will be taken to be an application for a decision under section 62 of the Transport
Infrastructure Act 1994 (subject to the conditions in section 75 of the Transport Infrastructure Act 1994 being
satisfied)
No
Walkable neighbourhoods assessment benchmarks under Schedule 12A of the Planning Regulation
23.15) Does this development application involve reconfiguring a lot into 2 or more lots in certain residential zones
(except rural residential zones), where at least one road is created or extended?
Yes – Schedule 12A is applicable to the development application and the assessment benchmarks contained in
schedule 12A have been considered
No
Note: See guidance materials at www.planning.statedevelopment.qld.gov.au for further information.
PART 8 – CHECKLIST AND APPLICANT DECLARATION
24) Development application checklist
I have identified the assessment manager in question 15 and all relevant referral
requirement(s) in question 17 Yes
Note: See the Planning Regulation 2017 for referral requirements
If building work is associated with the proposed development, Parts 4 to 6 of DA Form 2 – Yes
Building work details have been completed and attached to this development application Not applicable
Supporting information addressing any applicable assessment benchmarks is with the
development application
Note: This is a mandatory requirement and includes any relevant templates under question 23, a planning report Yes
and any technical reports required by the relevant categorising instruments (e.g. local government planning
schemes, State Planning Policy, State Development Assessment Provisions). For further information, see DA
Forms Guide: Planning Report Template.
Relevant plans of the development are attached to this development application
Note: Relevant plans are required to be submitted for all aspects of this development application. For further Yes
information, see DA Forms Guide: Relevant plans.
The portable long service leave levy for QLeave has been paid, or will be paid before a Yes
development permit is issued (see 21) Not applicable
Section 12
25) Applicant declaration
By making this development application, I declare that all information in this development application is true and
correct
Where an email address is provided in Part 1 of this form, I consent to receive future electronic communications
from the assessment manager and any referral agency for the development application where written information
is required or permitted pursuant to sections 11 and 12 of the Electronic Transactions Act 2001
Note: It is unlawful to intentionally provide false or misleading information.
Privacy – Personal information collected in this form will be used by the assessment manager and/or chosen
assessment manager, any relevant referral agency and/or building certifier (including any professional advisers
which may be engaged by those entities) while processing, assessing and deciding the development application.
All information relating to this development application may be available for inspection and purchase, and/or
published on the assessment manager’s and/or referral agency’s website.
Personal information will not be disclosed for a purpose unrelated to the Planning Act 2016, Planning
Regulation 2017 and the DA Rules except where:
• such disclosure is in accordance with the provisions about public access to documents contained in the Planning
Act 2016 and the Planning Regulation 2017, and the access rules made under the Planning Act 2016 and
Planning Regulation 2017; or
• required by other legislation (including the Right to Information Act 2009); or
• otherwise required by law.
This information may be stored in relevant databases. The information collected will be retained as required by the
Public Records Act 2002.
PART 9 – FOR COMPLETION OF THE ASSESSMENT MANAGER – FOR OFFICE
USE ONLY
Date received: Reference number(s):
Notification of engagement of alternative assessment manager
Prescribed assessment manager
Name of chosen assessment manager
Date chosen assessment manager engaged
Contact number of chosen assessment manager
Relevant licence number(s) of chosen assessment
manager
QLeave notification and payment
Note: For completion by assessment manager if applicable
Description of the work
QLeave project number
Amount paid ($) Date paid (dd/mm/yy)
Date receipted form sighted by assessment manager
Name of officer who sighted the form
Page 12
DA Form 1 – Development application details
Version 1.6— 2 August 2024
Section 13
PROJECT & PHASE
SOCIAL HOUSING
OPERATIONAL WORKS - CIVIL
CLIENT
COAST2BAY
HOUSING GROUP
SITE ADDRESS / PROPERTY ID
62 LAKE MCDONALD DRIVE,
COOROY, QLD, 4563
DRAWING INDEX
DRAWING No. REV DRAWING TITLE
240444-OPW-C-001 C COVER SHEET, LOCALITY & DRAWING INDEX
DI 240444-OPW-C-011 C GENERAL NOTES & DETAILS
AN
EL 240444-OPW-C-101 C EXISTING FEATURES PLAN
L A
CT 240444-OPW-C-201 C EARTHWORKS PLAN
240444-OPW-C-211 C EARTHWORKS SECTIONS & DETAILS
240444-OPW-C-212 C EARTHWORKS SECTIONS & DETAILS
240444-OPW-C-221 C EROSION & SEDIMENT CONTROL PLAN
SITE LOCATION
DR
240444-OPW-C-231 C
D
EROSION & SEDIMENT CONTROL NOTES & STANDARD DETAILS
AL
ON
240444-OPW-C-251 C RETAINING WALL PLAN
CD
240444-OPW-C-261 C RETAINING WALL LONGITUDINAL SECTIONS
MA
240444-OPW-C-262 C
E
RETAINING WALL LONGITUDINAL SECTIONS
K
LA
240444-OPW-C-263 C RETAINING WALL LONGITUDINAL SECTIONS
240444-OPW-C-281 C RETAINING WALL & FENCING TYPICAL DETAILS
240444-OPW-C-301 C DEVELOPMENT SITE PLAN
240444-OPW-C-302 C SETOUT PLAN
240444-OPW-C-311 C ROADWORKS SETOUT PLAN
240444-OPW-C-321 C ROADWORKS LONGITUDINAL SECTIONS
240444-OPW-C-371 C CONCRETE JOINTING PLAN
IMAGE (NEARMAPS) 240444-OPW-C-372 C CONCRETE JOINTING DETAILS
LOCALITY PLAN 240444-OPW-C-401 C STORMWATER PLAN
SCALE N.T.S 240444-OPW-C-411 C STORMWATER TANK SECTION
240444-OPW-C-431 C STORMWATER LONGITUDINAL SECTIONS
240444-OPW-C-501 C SEWER & WATER NOTES & DETAILS
Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\OPW\240444-OPW-C-001.DWG
240444-OPW-C-502 C SEWER & WATER PLAN
RP DESCRIPTION
LOT 105 SP118458
SITE AREA = 3,163m²
Last saved by: JACKHARRISON(2026-04-23) Last Plotted: 2026-04-24 9:21 AM
COUNCIL PERMIT No. MCU25/0118
Project No. Status Drawing No. Rev No.
240444 FOR TENDER OPW-C-001 C
Section 14
GENERAL NOTES: ROADWORKS & DRIVEWAY NOTES: REINFORCED CONCRETE NOTES:
1. DRAWINGS TO BE READ IN CONJUNCTION WITH ALL RELEVANT DOCUMENTATION, LOCAL AUTHORITY 1. COMPACT THE EXPOSED SUBGRADE OR LOOSE TOP LEVEL MATERIAL TO A MINIMUM 100% STANDARD MAXIMUM GENERAL
SPECIFICATIONS (OR ARCOS GROUP SPECIFICATIONS IF SUPPLIED). ANY POINT OF CONFLICT IS TO BE DRY DENSITY (MDD) TO AS1289. ANY 'SOFT SPOTS' IDENTIFIED BY THE PROOF ROLLING SHALL BE REMOVED AND CONCRETE SHALL BE IN ACCORDANCE WITH AUSTRALIAN STANDARD SPECIFICATIONS
IDENTIFIED BY THE CONTRACTOR AN WILL BE RESOLVED BY THE SUPERINTENDENT. REPLACED WITH A COMPACTED IMPORTED GENERAL FILL MATERIAL TO THE ABOVE COMPACTION
REQUIREMENTS. · AS 3600 - "SAA CONCRETE STRUCTURES CODE".
2. THE DEVELOPER IS TO NOMINATE THE SUPERINTENDENT AND/OR THE SUPERVISING RPEQ FOR THE WORKS
AND NOTIFY ALL RELEVANT PARTIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. ALL EXPOSED SUBGRADE AREAS SHALL BE COMPACTED IN LAYERS NOT EXCEEDING 150mm COMPACTED IN ADDITION TO THE ABOVE CODE THE FOLLOWING AUSTRALIAN STANDARD SPECIFICATIONS AND CODES OR
THICKNESS. THEIR LATEST REVISION SHALL APPLY:
3. DIMENSIONS IN METRES U.N.O. DO NOT SCALE FROM DRAWINGS. USE PRINTED DIMENSIONS ONLY AND IF IN
DOUBT ASK SUPERINTENDENT FOR CLARIFICATION. 3. GEOTECHNICAL INVESTIGATIONS REQUIRED IN ORDER TO DETERMINE SUBGRADE PROPERTIES & PREPARATION · AS1012 PARTS 1-19 - METHODS FOR THE TESTING OF CONCRETE (METRIC UNITS)
4. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH COUNCIL APPROVAL CONDITIONS, DEVELOPMENT DETAILS. CONTRACTOR TO UNDERTAKE 4-DAY SOAKED CBR ON EXISTING SUBGRADE AND RESULTS TO BE A · AS3583.1,2,3,8 - METHODS OF TEST FOR SUPPLEMENTARY CEMENTITIOUS MATERIALS FOR USE WITH
MINIMUM OF 5%. TESTING TO BE PROVIDED TO SUPERVISING ENGINEER PRIOR TO PROOF ROLL. PORTLAND CEMENT
WARNING
GUIDELINES, ASSOCIATED STANDARD DRAWINGS AND SPECIFICATIONS U.N.O.
4. LEVELS SHOWN ARE FINISHED SURFACE LEVELS INCLUSIVE OF TOPSOIL LAYER OR BUILDING SLAB THICKNESS. BEWARE OF UNDERGROUND SERVICES
5. EXISTING SERVICES AND STRUCTURES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR · AS3582.1 - SUPPLEMENTARY CEMENTITIOUS MATERIALS FOR USE WITH PORTLAND CEMENT- FLY ASH
ACCURACY CANNOT BE GUARANTEED. IT IS THE CONTRACTORS RESPONSIBILITY TO ESTABLISH THE LOCATION 5. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH LANDSCAPE · AS1141 - METHODS FOR SAMPLING AND TESTING AGGREGATES POSITION OF EXISTING UNDERGROUND SERVICES SHOWN
AND LEVEL OF ALL EXITING SERVICES PRIOR TO COMMENCEMENT OF ANY WORK. DISCREPANCIES SHALL BE DRAWINGS AND/OR TYPICAL SECTIONS.
REPORTED TO THE SUPERINTENDENT. · AS1302 - STEEL REINFORCING BARS FOR CONCRETE IS APPROXIMATE ONLY. EXACT POSITION SHALL BE
6. CONTRACTOR TO OBTAIN ROADWORKS AND FOOTPATH PERMITS FOR ANY PROPOSED WORKS EXTERNAL TO PROVEN ON SITE BY THE CONTRACTOR PRIOR TO
6. ON COMPLETION OF SERVICES INSTALLATION, ALL AREAS SHALL BE RESTORED TO ORIGINAL LEVEL, INCLUDING THE SITE BOUNDARY. · AS1303 - HARD DRAWN STEEL REINFORCING WIRE FOR CONCRETE
COMMENCEMENT OF CONSTRUCTION
KERBS, FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS. 7. SUBSOIL DRAINAGE UNDER KERBS TO BE IN ACCORDANCE WITH IPWEA STD DRG RSD-801 & 802. · AS1304 - HARD DRAWN STEEL WIRE REINFORCING FABRIC FOR CONCRETE
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO COUNCILS INFRASTRUCTURE. 8. ALL TEMPORARY AND FINAL BATTER SLOPES ARE TO BE INSPECTED BY AN APPROVED GEOTECHNICAL · AS3972 - PORTLAND AND BLENDED CEMENTS
SUCH REPAIR OR REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF LOCAL ENGINEER. · AS1379 - READY-MIXED CONCRETE (METRIC UNITS)
COUNCIL. LOCATION OF SERVICES
9. KERB PROFILES TO BE IN ACCORDANCE WITH IPWEA STD DRG RSD-200. · AS2758 - CONCRETE AGGREGATES PRIOR TO COMMENCEMENT OF NEW WORK THE
8. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT PLAN,
ENVIRONMENTAL MANAGEMENT PLAN AND WORKPLACE HEALTH AND SAFETY PLAN FOR REVIEW AND 10. EXISTING PAVEMENT TRENCHING & REINSTATEMENT TO BE IN ACCORDANCE WITH IPWEA STD DRG RSD-803. · AS1478, AS1479 - CODE OF PRACTICE FOR USE OF CHEMICAL ADMIXTURES IN CONCRETE CONTRACTOR SHALL CONFIRM LOCATIONS, LEVELS AND
APPROVAL OF PRINCIPAL AND SUPERINTENDENT, PRIOR TO CONSTRUCTION. · AS3610 - FORMWORK FOR CONCRETE DETAILS OF EXISTING CONNECTION POINTS AND SERVICE
EARTHWORKS NOTES: CROSSINGS BY POT HOLING. IF A VARIATION OCCURS
9. ALL MATERIALS SPECIFIED ARE TO BE UTILISED, UNLESS WRITTEN APPROVAL FROM THE SUPERINTENDENT, SUPPLY
SUPERVISING RPEQ OR APPROVING AUTHORITY. 1. ALL EXCAVATION AND FILLING SHALL BE CONSTRUCTED IN ACCORDANCE WITH AS3798 AND IN ACCORDANCE CONTACT THE ENGINEER PRIOR TO CONSTRUCTION.
WITH THE CURRENT LOCAL AUTHORITY AND ARCOS SPECIFICATIONS. 1. ALL CONCRETE IS TO BE SUPPLIED BY A LICENSED READY MIXED CONCRETE MANUFACTURER. NO ON SITE
10. THE CONTRACTOR IS TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL WORKPLACE HEALTH AND SAFETY BATCHING IS ACCEPTABLE.
REQUIREMENTS. 2. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND FULLY OPERATIONAL BEFORE
11. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE IN CLOSE PROXIMITY TO NEIGHBOURING LOT COMMENCING UP-SLOPE EARTHWORKS. 2. MANUFACTURERS MUST HAVE AN APPROVED AND CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE PROTECTION OF SERVICES
AND BE APPROVED BY THE ENGINEER PRIOR TO SUPPLY OF ANY CONCRETE.
BOUNDARIES OR INFRASTRUCTURE, THE CONTRACTOR IS TO ALLOW IN SCOPE OF WORKS TO PROVIDE ALL 3. THE CONTRACTOR SHALL REMOVE ALL STRUCTURES, DEBRIS AND FENCES FROM THE SITE TO THE THE CONTRACTOR SHALL CONTACT THE RELEVANT
MEASURES NECESSARY TO ENSURE THE INTEGRITY OF EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS 3. ALL MATERIALS, STORAGE, BATCHING, ETC TO CONFORM TO THE REQUIREMENTS OF THE RELEVANT AUTHORITIES AND ARRANGE FOR RELOCATION AND / OR
SATISFACTION OF THE SUPERINTENDENT. AUSTRALIAN STANDARDS.
MAY INCLUDE THE USE OF LOW VIBRATION EQUIPMENT, TRENCH SHORING ETC AS REQUIRED. PROTECTION OF EXISTING SERVICES AS REQUIRED TO SUIT
4. EXISTING SURFACE IS TO BE CLEAR OF ORGANIC MATERIAL PRIOR TO THE START OF FILLING.
12. THE CONTRACTOR SHALL NOTIFY ALL RELEVANT AUTHORITIES AND ENSURE REQUIRED CONDITIONS HAVE BEEN 4. ALL CONCRETE TO BE NORMAL-CLASS IN ACCORDANCE WITH AS3600 UNLESS NOTED OTHERWISE. SURROUNDING NEW WORK, CONSTRUCTION LOADINGS AND
5. FILL IS TO BE OF GOOD QUALITY AND FREE OF UNSUITABLE MATERIAL. TO SUIT FINAL FINISHED SURFACE LEVELS AND GRADES.
MET PRIOR TO COMMENCEMENT. THE CONTRACTOR SHALL NOTIFY ARCOS GROUP PRIOR TO COMMENCING 5. ALL CONCRETE SHALL HAVE A SHRINKAGE STRAIN NOT EXCEEDING 600 MICROSTRAIN.
WORKS AND RECEIVE WRITTEN CONFIRMATION THAT THE WORKS CAN COMMENCE. 6. FILL TO BE PLACED IN MAXIMUM 200mm LIFTS, UNLESS APPROVED OTHERWISE BY A SUITABLY QUALIFIED
6. ALL CONCRETE IS SPECIFIED BY 28 DAY COMPRESSIVE STRENGTH U.N.O.
13. CONTRACTOR SHALL PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL CONSTRUCTED WORKS IN ACCORDANCE CONSULTANT, AND COMPACTED TO SPECIFICATION.
7. ALL REINFORCEMENT TO BE SUPPLIED BY A REGISTERED MANUFACTURER WITH AN APPROVED AND
WITH COUNCIL REQUIREMENTS UNLESS OTHERWISE ADVISED BY ARCOS GROUP. 7. NOTWITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN ON THE DRAWINGS, THE ACTUAL LIMITS CERTIFIED QUALITY SETTING OUT
14. THE CONSTRUCTION PRE-START MEETING IS AN OPPORTUNITY FOR ALL PARTIES TO DISCUSS CRITICAL ISSUES, SHALL BE DETERMINED ON SITE BY THE SUPERINTENDENT DURING CONSTRUCTION. SIMILARLY, THE FINISHED
8. ASSURANCE PROGRAM IN PLACE. ALL REINFORCEMENT IS TO COMPLY WITH THE REQUIREMENTS OF DESIGN FINISHED SURFACE LEVELS OF STRUCTURES ARE FOR
SUCH AS: SURFACE LEVELS MAY BE ADJUSTED BY THE WRITTEN DIRECTION OF THE SUPERINTENDENT DURING THE CONTRACTOR'S GUIDANCE ONLY. ACTUAL FINISHED LEVELS
AS1302, AS1303 AND AS1304 AS APPLICABLE.
● KEY OBJECTIVES OF THE EROSION AND SEDIMENT CONTROL PLAN; CONSTRUCTION AFTER AMENDED DRAWINGS HAVE BEEN APPROVED BY COUNCIL. SHALL BE SET OUT AS DIRECTED ON-SITE IN KEEPING WITH THE
9. ALL REINFORCEMENT IS TO BE DELIVERED TO SITE FREE FROM OIL, GREASE OR OTHER SURFACE
8. ALL AREAS SUBJECT TO EARTHWORKS ARE TO BE FREE DRAINING WITH A MINIMUM SLOPE OF 1:100 (1%). REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL AUTHORITY
● REQUIRED WATER QUALITY OBJECTIVES; COATINGS WHICH MAY IMPAIR BOND TO CONCRETE.
AND ACTUAL FINISHED GROUND LEVELS.
9. ALL DRAINAGE STRUCTURES ARE TO BE PRESERVED FROM THE EFFECTS OF STRUCTURAL LOADING 10. ALL REINFORCEMENT TO BE 500 MPA MINIMUM YIELD U.N.O.
● PERFORMANCE MONITORING AND INSPECTION PROCEDURES; GENERATED BY THE EARTHWORKS.
● IDENTIFICATION OF THE RESPONSIBLE SITE OFFICERS; FORMWORK
10. ANY AREA DISTURBED OUTSIDE OF THE WORKS AREA SHOWN SHALL BE REHABILITATED TO A MINIMUM OF THE
PRE-CONSTRUCTION CONDITIONS, AT THE CONTRACTORS EXPENSE. 1. ALL CONCRETE OTHER THAN CAST AGAINST GROUND, SHALL BE PLACED AGAINST TIMBER, PLYWOOD OR
● IDENTIFICATION OF CRITICAL ENVIRONMENTAL CONCERNS;
STEEL FORMS. INSPECTIONS & HOLD POINTS:
· REPORTING PROCEDURES FOR NON-COMPLIANCE ACTIVITIES AND EVENTS. 11. EARTHWORKS BATTERS ARE TO BE TREATED AS FOLLOWS:
2. ALL FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF AS15O9 AND AS151O. · PRE-START MEETING
· 1:4 OR FLATTER TO BE GRASS SEEDED U.N.O
3. REFER ARCHITECT'S DRAWINGS FOR REQUIRED FORMWORK CLASS WHERE APPLICABLE. CLASS B · SET OUT
· STEEPER THAN 1:4 TO BE MULCHED & PLANTED IN ACCORDANCE WITH THE LANDSCAPE PLANS FORMWORK SHALL BE ADOPTED U.N.O. · SUBGRADE PROOF-ROLLS
ENVIRONMENTAL MANAGEMENT NOTES: 13. TREE REMOVAL WORKS TO BE UNDERTAKEN BY A SUITABLY QUALIFIED AND INSURED CONTRACTOR. TIMBER IS 4. ALL TEMPORARY FORMWORK, FALSEWORK, PROPPING, BRACING, TO BE DESIGNED AND CERTIFIED BY A · CONCRETE PRE-POURS
1. THE CONTRACTOR IS RESPONSIBLE FOR ALL ENVIRONMENTAL PROTECTION MEASURES BEING IMPLEMENTED TO BE REMOVED, REUSED OR RECYCLES IN AN APPROPRIATE AND A SUSTAINABLE MANNER WHERE POSSIBLE. REGISTERED PROFESSIONAL ENGINEER (RPEQ) PRIOR TO ERECTION.
· STORMWATER
ON SITE PRIOR AND DURING CONSTRUCTION. 5. ALL REINFORCEMENT TO BE SUPPORTED OFF FORMS WITH PLASTIC OR PLASTIC TIPPED WIRE CHAIRS TO
STORMWATER DRAINAGE NOTES: PROVIDE THE SPECIFIED COVER. ALL CONCRETE CAST AGAINST GROUND TO BE UNDERLAIN BY
· BIO BASIN MATERIALS & DRAINAGE
2. NO VEGETATION BEYOND THE EXTENT OF EARTHWORKS OR THAT SHOWN ON THE PLANS IS TO BE UNDERTAKEN
WITHOUT PRIOR CONSENT FROM THE SUPERINTENDENT. 1. ALL STORMWATER DRAINAGE HAS BEEN DESIGNED AND IS TO BE CONSTRUCTED IN ACCORDANCE WITH WATERPROOF MEMBRANE. · PAVEMENT PRE SEAL
AS3500, LOCAL COUNCIL AUTHORITY REQUIREMENTS, IPWEA AND QUDM. · FINAL INSPECTION
3. ALL VEGETATION BEING RETAINED ON SITE MUST BE IDENTIFIED AND PROTECTED FROM DAMAGE. TRANSPORT
2. EXCAVATION, BEDDING AND BACKFILLING OF STORMWATER DRAINAGE PIPES TO BE IN ACCORDANCE WITH · ON MAINTENANCE
4. EROSION AND SEDIMENT CONTROL IS THE RESPONSIBILITY OG THE CONTRACTOR AND MUST BE IMPLEMENTED IPWEA STD DRG DSD-201 & 202. 1. ALL CONCRETE IS TO BE TRANSPORTED TO SITE IN AGITATOR TRUCKS. CONCRETE NOT PLACED WITHIN
PRIOR TO CONSTRUCTION COMMENCING AND DURING CONSTRUCTION. ONE HOUR AFTER BATCHING MAY BE REJECTED AT THE ENGINEER'S DISCRETION
3. ALL MANHOLES TO BE MIN 1050mm DIAMETER IN ACCORDANCE WITH IPWEA STD DRG DSD-101.
5. ALL DISTURBED AREAS SHALL BE LEFT IN A STABLE CONDITION. THIS WILL INVOLVE SEEDING OR TURFING WITH PLACEMENT, COMPACTION AND FINISHING
APPROPRIATE GRASS SPECIES. ANY DISTURBED SLOPES SHALL BE COVERED WITH A SUITABLE FORM OF 4. ALL GRATES & MANHOLE COVERS LOCATED WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS 'D',
AND WHERE NOT LOCATED WITHIN ROADWAY TO BE CLASS 'B' U.N.O, IN ACCORDANCE WITH IPWEA STD 1. CONCRETE TO BE PLACED IN FORMS BY HORIZONTAL 'CHUTING' NO MORE THAN 3m³, CONCRETE PUMPING
EROSION CONTROL. OR KIBBLING. UNDER NO CIRCUMSTANCES SHALL CONCRETE BE INDUCED TO FLOW HORIZONTALLY BY
DRG DSD-103 & DSD-104.
6. PIPELINES ADJACENT TO SIGNIFICANT TREES MUST BE INSTALLED BY BORING OR DIRECTIONAL DRILLING USE OF VIBRATORS.
UNLESS OTHERWISE AGREED WITH THE SUPERINTENDENT. 5. ALL FIELD INLETS TO BE IN ACCORDANCE WITH IPWEA STD DRG DSD-401.
2. ALL CONCRETE SHALL BE PLACED CONTINUOUSLY BETWEEN CONSTRUCTION JOINTS AS DETAILED, IN
7. TOPSOIL AND SUBSOIL MUST BE STOCKPILED SEPARATELY AND NOT LOCATED UNDER TREE CANOPIES. 6. ALL GULLY PITS TO BE KERB IN LINE (K.I.L) U.N.O IN ACCORDANCE WITH IPWEA STD DRG DSD-402. SUCH A MANNER AS TO AVOID 'COLD JOINTS'. CONSTRUCTION JOINTS SHALL BE LOCATED AS DETAILED ON
7. ALL GULLY PITS TO BE LIP IN LIINE (L.I.L) U.N.O IN ACCORDANCE WITH IPWEA STD DRG DSD-403. DRAWINGS OR AS INSTRUCTED IN WRITING BY THE ENGINEER.
8. ALL STOCKPILES MUST HAVE APPROPRIATE SEDIMENT CONTROLS IN ACCORDANCE WITH THE ENVIRONMENTAL
MANAGEMENT PLAN. 8. ALL ANTI-PONDING GULLY PITS TO BE KERB IN LINE (K.I.L) U.N.O IN ACCORDANCE WITH IPWEA STD DRG 3. ALL CONCRETE IS TO BE COMPACTED UPON PLACEMENT USING 5OMM DIAMETER VIBRATORS.
9. NO SOIL CAN BE STOCKPILED WITHIN 5M OF ANY CREEK OR WATER COURSE. DSD-404. 4. SLABS AND BEAMS ARE TO HAVE A FILM OF APPROVED ALPHATIC ALCOHOL APPLIED TO THE SURFACE,
9. ALL REINFORCED CONCRETE PIPES ARE TO BE INSTALLED USING TYPE 'HS2' SUPPORT U.N.O AS DEFINED DIRECTLY AFTER SCREEDING, PRIOR TO FLOATING, REGARDLESS OF WEATHER CONDITIONS.
10. ANY SOIL DISTURBED ON SITE IS TO BE REUSED ON SITE. ANY UNSUITABLE MATERIAL NOT REUSED MUST BE
DISPOSED OF AT A REGULATED WASTE DISPOSAL FACILITY. IN AS3725 - LOADS ON BURIED CONCRETE PIPES. IF ALTERNATIVE BEDDING METHODS ARE TO BE USED 5. ADDITIONAL PROTECTIVE MEASURES SUCH AS CHILLED MIX WATER, SHADING PLACEMENT AREAS, WIND
THE PIPE CLASS MUST BE REVIEWED. BREAKS, ETC MAY BE REQUIRED BY THE ENGINEER IF PLACING CONCRETE DURING UNUSUALLY HOT, DRY
10. ALL PIPES ABOVE 300Ø RCP TO BE RRJ CLASS 3 U.N.O. PIPES 300Ø AND BELOW TO BE UPVC U.N.O. OR WINDY CONDITIONS.
HDPE/PP MAY BE USED AS AN RCP ALTERNATIVE FOR INTERNAL AND COUNCIL STORMWATER WHERE 6. ALL CONCRETE SLABS SHALL BE STEEL TROWEL FINISHED U.N.O.
RETAINING WALL NOTES: APPROVED BY THE SUPERVISING ENGINEER AND COUNCIL WHERE REQUIRED.
7. BROOM FINISHING, WHERE SPECIFIED, SHALL BE CARRIED OUT AFTER STEEL TROWEL FINISHING.
1. RETAINING WALLS LESS THAN 1m IN HEIGHT TO BE IN ACCORDANCE WITH MANUFACTURER 11. STORMWATER PIPE CLASSES HAVE BEEN DESIGNED FOR SERVICE LOADS ONLY, THE CONTRACTOR SHALL
SPECIFICATIONS. ALL WALLS OVER 1m IN HEIGHT, SUBJECT TO LOADING OR ADJACENT EXISTING ASSESS ANTICIPATED CONSTRUCTION LOADS AND UPGRADE THE PIPE CLASSES, IF NECESSARY, IN 8. ALL CONCRETE TO BE ORDERED AND PLACED AT 8OMM SLUMP U.N.O.
STRUCTURES TO BE DESIGNED BY STRUCTURAL RPEQ AND REFERENCE IS MADE TO OTHERS. ACCORDANCE WITH AS3725, AT THE CONTRACTORS COST. 9. NO WATER TO BE ADDED ON SITE UNLESS APPROVED BY THE ENGINEER.
2. SUPPORTED MATERIAL IS TO BE NATURAL INSITU SOIL OR WELL COMPACTED FILL, CAPABLE OF STANDING 12. UNLESS DIRECTED OTHERWISE STORMWATER STRUCTURES INCLUDING HEADWALLS ARE TO HAVE TESTING
UNSUPPORTED DURING CONSTRUCTION OF THE WALL AG-PIPE DRAINAGE STUBS (WITH END CAP) TO DEWATER DRAINAGE TRENCH. 1. ALL CONCRETE TESTING IS TO BE CARRIED OUT BY A NATA REGISTERED LABORATORY, IN STRICT
3. FILL MATERIAL BEHIND WALL SHALL BE COMPACTED IN LAYERS NOT EXCEEDING 200mm DEPTH 13. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON EXISTING AND NEW STORMWATER PIPES ACCORDANCE WITH THE REQUIREMENTS OF AS1012.
COMPACTED TO 95% MDD (AS1289) AND TO EXTEND A MINIMUM OF 2m BEYOND THE FRONT FACE OF WALL AND STRUCTURES. 2. THE FOLLOWING TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS OF THE
BEFORE BEING TRIMMED BACK ENSURING SOLID COMPACTION. MANUFACTURER'S QUALITY ASSURANCE PROGRAM:
14. ALL PIPE PENETRATIONS WILL BE NEATLY MORTARED ON THE INSIDE FACE OF MANHOLES/PITS.
4. 20mm SCREENINGS BACKFILL MATERIAL IS TO BE GRANULAR, FREE DRAINING AND IN A MEDIUM DENSE · A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY GIVEN DAY
15. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH EXCAVATION AND CONSTRUCTION
CONDITION. (EG. COLUMNS, FOOTINGS, ETC)
IS IN ACCORDANCE WITH CURRENT CONSTRUCTION SAFETY ACT AND WORKPLACE HEALTH AND SAFETY
5. FOUNDATION TO BE CHECKED BY AN EXPERIENCED GEOTECHNICAL ENGINEER TO CONFIRM BEARING LEGISLATION. · A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH CONCRETE STRENGTH GRADE
CAPACITY PRIOR TO PLACEMENT OF BLINDING LAYER/FIRST LAYER OF ROCK WALL. CAST ON ANY GIVEN DAY.
16. THE CONTRACTOR IS TO TAKE ALL POSSIBLE MEASURES TO ENSURE PROPER COMPACTION TO
6. ALL ROCK TO BE SOUND AND NOT DISPOSED TO DETRIMENTAL WEATHERING. BACKFILLING OF TRENCHES AND STRUCTURES. · A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH 5OM³ OR PART THEREOF CAST ON
7. EROSION AND SEEPAGE SHALL BE CONTROLLED TO ELIMINATE CONCENTRATED FLOWS OVER OR 17. THE CONTRACTOR SHALL DEMONSTRATE NO DAMAGE TO EXISTING STORMWATER INFRASTRUCTURE HAS A GIVEN DAY FOR EACH STRENGTH GRADE.
THROUGH THE COMPLETED WORK. OCCURRED DURING THE CONSTRUCTION OF THESE WORKS. 3. ALL SAMPLES ARE TO BE TAKEN FROM THE AGITATOR, ON SITE. IF WATER IS ADDED ON SITE, WITH THE
8. AG DRAIN TO DISCHARGE TO CONNECT TO STORMWATER AT MAX 30m CENTRES OR DIRECTED TO LAWFUL 18. UPON COMPLETION, ALL STORMWATER DRAINAGE INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND ENGINEER'S PERMISSION, SAMPLES FOR TESTING SHALL BE TAKEN AFTER THE ADDITION OF WATER.
POINT OF DISCHARGE TO SATISFACTION OF COUNCIL ENGINEERS OTHER BLOCKAGES. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED CURING
9. THE CONTRACTOR IS RESPONSIBLE FOR THE ADEQUACY OFF ALL TEMPORARY WORKS INCLUDING STORMWATER ASSETS FOR APPROVAL BY THE ENGINEER AND/OR LOCAL AUTHORITY.
Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\OPW\240444-OPW-C-011.DWG
1. ALL CONCRETE IS TO BE CURED BY AN APPROVED METHOD FOR A MINIMUM OF 28 DAYS AFTER FINISHING.
PROPPING AND BRACING. WHERE NECESSARY THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A 19. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A SATISFACTORY STANDARD BY CURING METHOD IS TO BE APPROVED BY THE ENGINEER PRIOR TO CONCRETE PLACEMENT AND SHALL
STRUCTURAL ENGINEER TO DESIGN AND CERTIFY TEMPORARY WORKS. TEMPORARY PROPPING DURING THE CONTRACTOR. PAYMENT FOR THESE REPAIRS WILL BE THE SOLE RESPONSIBILITY OF THE GENERALLY CONSIST OF ONE OR A COMBINATION OF THE FOLLOWING METHODS:
BACKFILLING PROCEDURES MAY BE REQUIRED. CONTRACTOR, UNLESS IT CAN BE DEMONSTRATED THAT THE IDENTIFIED DAMAGE WAS PRE-EXISTING AND
THE RESPONSIBILITY OF OTHER PARTIES. · CONTINUOUS WATER PONDING.
10. THIS DESIGN DOES NOT CONSIDER GLOBAL STABILITY AND IT IS THE RESPONSIBLE OF THE CONTRACTOR
TO PROVIDE STABILITY REPORT AND MEASURES AGAINST SITE SLIPPAGE. 20. RESIDENTIAL DRAINAGE CONNECTIONS TO KERB AND CHANNEL IN ACCORDANCE WITH IPWEA STD DRG · COMPLETE ENCASEMENT IN A WATERPROOF FILM (EG. POLYTHENE).
RSD-201. · APPLICATION OF AN APPROVED CURING COMPOUND.
SIGNAGE & LINEMARKING NOTES:
1. ALL LINEMARKING, SIGNAGE AND R.R.P.M's SHALL BE IN ACCORDANCE WITH AS1742 "MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES" (MUTCD).
2. ALL CARPARK LINEMARKING TO BE IN ACCORDANCE WITH THE DIMENSIONAL/SPECIFICATION
REQUIREMENTS OF AS2890. PEOPLE WITH DISABILITY (PWD) CARPARK LINEMARKING TO AS2890.6 (YELLOW
CHEVRON AND OUTLINE, YELLOW BOLLARD, BLUE SYMBOL)
3. ALL LINEMARKING ON AC PAVEMENTS SHALL BE WHITE, TYPE 1 ROAD MARKING PAINT 80-100mm WIDE
Last Plotted: 2026-04-24 9:21 AM
U.N.O, REFER MRTS45.
4. ALL LINEMARKING ON CONCRETE PAVEMENTS SHALL BE GOLDEN YELLOW COLOUR NO. Y14 AS 2700 AND
80-100mm WIDE U.N.O.
5. ALL REDUNDANT PAVEMENT MARKING SHALL BE REMOVED VIA ABRASIVE BLASTING IN ACCORDANCE WITH
THE REQUIREMENTS REFER MRTS45.
6. ALL WHEEL STOP SETOUT TO BE IN ACCORDANCE WITH AS2890.1
Last saved by: JACKHARRISON(2026-04-16)
7. ALL SIGN INSTALLATION & LOCATION TO BE IN ACCORDANCE WITH IPWEA STD DRG RSD-701 & 702.
8. ALL SIGNS TO BE REFLECTORISED AND CLASS 1 TO AS1743 U.N.O
9. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO EDGE SIGN:
· NO KERB = 600mm BEHIND GUIDE POSTS
· BARRIER KERB = 300mm FROM FACE OF KERB
· MOUNTABLE KERB = 500mm FROM FACE OF KERB
10. A FLEXIBLE STRIKER BAR SHALL BE PROVIDED IN CONJUNCTION WITH SIGNAGE WHERE CLEARANCE LESS
THAN 2.3m OCCURS.
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn JH Project No. Drawing No. Rev No.
COAST2BAY SOCIAL HOUSING GENERAL NOTES & DETAILS
Design JH
HOUSING GROUP OPERATIONAL WORKS - CIVIL
C MINOR UPDATE TO SET 24.04.26 LS
Vert. Datum
AHD
62 LAKE MCDONALD DRIVE, Check LS
240444 OPW-C-011 C
B FOR TENDER 16.04.26 LS RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL COOROY, QLD, 4563 Approved Approved Date Signed Sheet
A FOR APPROVAL
Rev Revision Description
09.04.26 LS
Date Approved
COPYRIGHT © All rights reserved.
This work is copyright and cannot be reproduced
or copied in any form without the prior consent
SUNSHINE COAST | BRISBANE | GOLD COAST
www.arcosgroup.com.au | ABN 51 640 311 842
LACHLAN SWANN
RPEQ 21223
16.04.26 Status FOR TENDER
Size A1
Section 15
EXISTING PVC-U WATER MAIN EXISTING LEGEND
ASSET ID 2028984 EXISTING PVC-U SEWER GRAVITY MAIN SUBJECT PROPERTY BOUNDARY
ASSET ID 2539028
US IL 98.64 4.00 MAJOR CONTOUR
DS IL 98.47 MINOR CONTOUR
SEWER MAIN
WATER MAIN
EXISTING IRON, DUCTILE WATER MAIN U/G TELECOMMS
ASSET ID 2028981 O/H ELECTRICITY
EXISTING AC WATER MAIN STORMWATER
ASSET ID 5017929 FENCE
EXISTING GUILLY PIT TO BE REMOVED
103 103
ALD DRIVE EXISTING
ACDO10N
EXISTING GUILLY PIT
TRANSFORMER
LAKE M
3
DIANELLA CIRCUIT
EXISTING CONCRETE NOTES:
PATH
1. FOR GENERAL NOTES REFER DRG C-011.
103 DEMOLITION
DEMOLISH OR RELOCATE OFF SITE ALL EXISTING BUILDINGS
AND/OR STRUCTURES ON SITE AND DISCONNECT AND
104 EXISTING BIO BASIN WHERE REQUIRED CAP ALL ASSOCIATED SERVICES IN
10
ACCORDANCE WITH A PLUMBING AND DRAINAGE
4
104 APPLICATION PRIOR TO DEMOLITION COMMENCING.
EXISTING
106 STORMWATER PIT
5
10
CLEARING
THE CONTRACTOR SHALL REMOVE ALL EXISTING
10
VEGETATION WITHIN THE SITE IN ACCORDANCE WITH
6
EXISTING PVC-U SEWER GRAVITY MAIN THE APPROVED TREE RETENTION PLAN IF SPECIFIED.
EXISTING TREES TO ASSET ID 2539029
EXISTING SWALE 105 BE REMOVED US IL 98.90
DS IL 98.65
3
10
107 106
108
EXISTING PVC-U SEWER GRAVITY MAIN
104 ASSET ID 2539047
US IL 101.88
DS IL 101.02
EXISTING STORMWATER PIT
109 SL 104.52
108
107
IL 103.15
10
2
5
SP348613
EXISTING SEWER STUB
IL 102.40
10
4
10 105
6
EXISTING SEWER MANHOLE
10
109 8 SL 104.73
IL 102.16
111
EXISTING PVC-U SEWER GRAVITY MAIN
106 ASSET ID 2539048
US IL 105.43
110
DS IL 101.98
10
7
11
112
1
10
9
113
107
Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\OPW\240444-OPW-C-101.DWG
EXISTING CROSSOVER TO BE
10
REMOVED AND RECONSTRUCTED 28
8
IN ADEQUATE LOCATION
SP176968
11
1
11
2
114
11
0
EXISTING SEWER PIPE
US IL 111.63
Last Plotted: 2026-04-24 9:21 AM
114
DS IL 106.06
108
11
5
ACCESS RESERVE
Last saved by: JACKHARRISON(2026-04-16)
11
3
11
6
109
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn JH Project No. Drawing No. Rev No.
COAST2BAY SOCIAL HOUSING EXISTING FEATURES
Design JH
HOUSING GROUP OPERATIONAL WORKS - CIVIL PLAN
C MINOR UPDATE TO SET 24.04.26 LS
0m
A1 1:200
5 10
Vert. Datum
AHD
62 LAKE MCDONALD DRIVE, Check LS
240444 OPW-C-101 C
B FOR TENDER 16.04.26 LS RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL COOROY, QLD, 4563 Approved Approved Date Signed Sheet
A FOR APPROVAL
Rev Revision Description
09.04.26 LS
Date Approved
COPYRIGHT © All rights reserved.
This work is copyright and cannot be reproduced
or copied in any form without the prior consent
SUNSHINE COAST | BRISBANE | GOLD COAST
www.arcosgroup.com.au | ABN 51 640 311 842
LACHLAN SWANN
RPEQ 21223
16.04.26 Status FOR TENDER
Size A1
Section 16
103 EXISTING LEGEND
104 SUBJECT PROPERTY BOUNDARY
4.00 MAJOR CONTOUR
TW 103.80
104 MINOR CONTOUR
BW 103.68
10
SEWER MAIN
4
WATER MAIN
104
STORMWATER
104
10
104
4
TW 104.60
105
5
BW 104.01
10
TW 104.76
TW 105.80 BW 104.36
BW 105.26 TW 104.60
TW 105.85 BW 104.39
BW 105.61
10
TW 105.80
6
BW 104.85
EX IL 108.81 TW 105.80 105
BW 104.80
TW 105.85 PROPOSED LEGEND
3
BW 105.35
10
50.00 MAJOR CONTOUR 1.0m INTERVAL
MINOR CONTOUR 0.25m INTERVAL
TW 105.80 RETAINING WALL - CONCRETE SLEEPER
BW 105.42 TW 105.40
BW 104.13 RETAINING WALL - GROUTED ROCK
RETAINING WALL - BLOCK
RETAINING WALL - LANDSCAPE
107 106
CUT 0 - 0.5m
C
CUT 0.5 - 1.0m
212
PROPOSED DWELLINGS TW 105.80 TW 105.44
FFL 105.95m BW 105.42 BW 104.53 CUT 1.0 - 1.5m
PUMP ROOM 104
BEL 105.75m
FFL 105.78m
BEL 105.58m CUT 1.5 - 2.0m
CUT 2.0 - 2.5m
TW 108.77 CUT 2.5 - 3.0m
BW 105.77 BH01
CUT 3.0 - 3.5m
108
107
10
2
5
CUT 3.5 - 4.0m
SP348613
CUT 4.0 - 4.5m
TW 108.77 CUT 4.5 - 5.0m
BW 105.97 BH02
TW 109.04
10
FILL 0 - 0.5m
5
BW 108.85
10 FILL 0.5 - 1.0m
6
EX IL 110.48
FILL 1.0 - 1.5m
10
8
109
FILL 1.5 - 2.0m
FILL 2.0 - 2.5m
FILL 2.5 - 3.0m
PROPOSED CARPARK
FFL 105.73m
BEL 105.46m
EARTHWORKS QUANTITIES
TW 110.68 TOP SOIL STRIP: 474m3
TW 109.80 106 EARTHWORKS CUT: -4388m3
BW 109.95
BW 108.85 EARTHWORKS FILL: 528m3
110 BALANCE: -3,860m3
NOTES:
10
7
1. ALL VOLUMES INDICATED ARE SOLID VOLUMES.
TW 107.20 2. ASSUMED TOP SOIL STRIP 150mm THICK.
BW 105.67 3. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN
11
D SUBGRADE SURFACE AND STRIPPED SURVEY SURFACE.
1
212
10
Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\OPW\240444-OPW-C-200.DWG
NOTES:
9
BH03 PROPOSED DWELLINGS
FFL 108.95m 1. FOR GENERAL & EARTHWORKS NOTES REFER DRG C-011.
TW 108.95 TW 108.95
BEL 108.75m 2. FOR EROSION & SEDIMENT CONTROL NOTES & DETAILS REFER DRG C-231.
BW 105.97 BW 105.72 3. RETAINING WALLS TO BE DESIGNED BY OTHERS/STRUCTURAL ENGINEER.
TW 109.80
BW 108.85
107
107
10
TW 112.52
8
BW 109.95 TW 109.80
TW 109.80
BW 108.85
BW 108.85
Last Plotted: 2026-04-24 9:22 AM
ACCESS RAMP TO HAVE
WALLS BUILT IN WITH FORM
11
1
EX IL 112.47 11
2
Last saved by: JACKHARRISON(2026-04-24)
111
110
109
108
113 TW 112.78
A
BW 109.94 TW 109.99 B
211 BW 109.95
211
11
0
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn JH Project No. Drawing No. Rev No.
COAST2BAY SOCIAL HOUSING EARTHWORKS
Design JH
HOUSING GROUP OPERATIONAL WORKS - CIVIL PLAN
C MINOR UPDATE TO SET 24.04.26 LS
0m
A1 1:125
3.125 6.25
Vert. Datum
AHD
62 LAKE MCDONALD DRIVE, Check LS
240444 OPW-C-201 C
B FOR TENDER 16.04.26 LS RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL COOROY, QLD, 4563 Approved Approved Date Signed Sheet
A FOR APPROVAL
Rev Revision Description
09.04.26 LS
Date Approved
COPYRIGHT © All rights reserved.
This work is copyright and cannot be reproduced
or copied in any form without the prior consent
SUNSHINE COAST | BRISBANE | GOLD COAST
www.arcosgroup.com.au | ABN 51 640 311 842
LACHLAN SWANN
RPEQ 21223
16.04.26 Status FOR TENDER
Size A1
The text continues on section 17.