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STP24-0253 Application for Operational Works Fire Trail - 80 Cooyar Street Noosa Heads · OPW24/0125
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1 August 2024
Ref: AS/STP24-0253
Noosa Shire Council
PO Box 141
Tewantin QLD 4565
Attention: Planning and Development
Dear Sir/Madam,
Application Operation Works - Fire Access Trail
On Lot 9 on RP225312, situated at 80 Cooyar Street, Noosa Heads, Qld-4567
Council’s Ref: 132001.210127.3
On behalf of Woollams Constructions, we hereby submit for approval an Application
for Operational works for the above-mentioned development.
Please find enclosed:
• Copy of Council’s Decision Notice -132001.210127.3
• DA Form 1.
• RPEQ Certified Civil Works Drawings.
• RPEQ Certified Estimate of Costs
• Owners Consent for works on Lot 1 on SP239726
• Pre-lodgement advice
• Infrastructure Agreement
• Arboricultural Report prepared by Consult Arborist
• Fauna Management Plan prepared by North Coast Environmental Services
• Nesting Box Installation information
• Construction Management Plan prepared by Woollams Constructions
• WHS Management Plan prepared by Woollams Constructions
• An application fee is based on the value of works being $1,337.00 incl of GST
(Fee to be paid by client).
Should you require any further information in respect to this matter please do not
hesitate to contact Ken Miller as per the below details.
Yours faithfully,
STP Consultants
KEN MILLER BEng, RPEQ 09053
Senior Civil Engineer
P. 07 3539 8357 P. 0437 920 271 E. [email protected]
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Section 2
Officer: Tara Norley
Direct Telephone: 07 5329 6486
Our Reference: 132001.210127.3
Your Reference: 7190526
27 July 2023
OZCARE
C/- Ethos Urban
GPO Box 1268
BRISBANE QLD 4000
[email protected]
Dear Sir/Madam,
Decision Notice – Minor Change
Planning Act 2016
I refer to your application received on 20 December 2022, requesting a minor change to an existing
development approval. Council decided your requested changes.
Details of the decision are as follows:
1. APPLICATION DETAILS
Application No: 132001.210127.3
Street address: 100 Cooyar Street, Noosa Heads
Real property description: Lot 9 RP 225312
Planning Scheme: Noosa Plan 2020 (25 September 2020)
2. DECISION DETAILS
The following type of approval was issued on 28 June 2001.
Development Permit for a Material Change of Use - Residential Care Facility (130 beds)
In relation to the request to make a minor change to the existing approval, Council on 20 July 2023,
decided to approve the requested changes. The changes are detailed below.
A. Approve the change.
B. Amend the development description.
C. Amend conditions 15 and 26.
D. Delete conditions 1, 2, 23, 27 and 28.
E. Include additional conditions 45 to 77.
F. Agree to enter into an Infrastructure Agreement with Ozcare (the Owner) in respect of
construction of access track crossing, maintenance of vegetation buffer one and access track
(including crossing) for the Girraween Nature Refuge and the Residential Care Facility.
3. CURRENCY PERIOD OF APPROVAL
The currency period for this development approval is stated in the conditions below.
ABN 97.969.214.121 PO Box 141
noosa.qld.gov.au Tewantin QLD 4565
[email protected] 07 5329 6500
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Section 3
4. ASSESSMENT MANAGER CONDITIONS
Land Development
1. Deleted.
2. Deleted.
3. Stormwater is to be disposed of on site so as to cause no scour or damage to adjoining
properties to the reasonable satisfaction of the Manager of Land Development. Details of the
stormwater drainage scheme shall be submitted in conjunction with a Development Permit
for Operational Works.
4. Contributions shall be paid to Council in accordance with Planning Scheme Policies PSP28
and PSP30 on Water Supply Headworks Contributions and Sewerage Headworks
Contributions respectively and at the rates applicable at the time of payment. An estimate
only of the contribution rates under the current policies is outlined below. These amounts
will adjusted in line with changes to the Consumer Price Index, All Groups Brisbane from
September 2005 until the date of payment.
Stage 3 – March 2001
Water Supply $38,712
Sewerage $19,561
TOTAL $58,273
Stage 4 – September 2005
Water Supply $63,237
Sewerage $32,577
TOTAL $95,814
All headworks contributions must be paid prior to the issue of a Development Permit for
Operational Works.
Alternatively a trading bank guarantee shall be submitted to Council plus 20%. Should the
headworks contributions not be paid at the due time, Council shall call upon the trading bank
guarantee in full.
In the event that the Development Permit for Material Change of Use of Premises lapses or
is cancelled, the contribution or trading bank guarantee will be returned.
5. Deleted.
6. The new building extensions shall be connected to Council's existing water supply and
sewerage reticulation systems in accordance with Council’s standards and requirements and
at no cost to Council.
7. To protect the environment against siltation/sediment export or soil erosion as a result of the
proposed building extensions, an erosion and sediment control plan shall be submitted in
conjunction with any Development Permit for Building Works. Site control measures such
as silt fencing, controlled gravel access to the site and controlled disposal of waste, may be
necessary. Prior to commencement of Building Works:-
7.1. all physical site control measures shall be installed and the plan adhered to, and
7.2. a $2,000 site control bond shall be lodged with Council to ensure compliance with this
condition.
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Section 4
The $2,000 bond will be refunded less any costs incurred by Council in ensuring compliance
with this condition or any additional inspections incurred for substandard work or works
undertaken not in accordance with this permit.
Building
8. The plans submitted for a Development Permit for building works are to comply with the
approved plans
9. The requirements of the Environmental Protection Amendment Regulation (No. 2) 1999 and
Local Law No. 12, prevents a builder or building contractor carrying out building work on a
building site in a way that makes or causes audible noise to be made from the building work:-
9.1. On a Sunday or public holiday, at any time; or
9.2. On a Saturday or a business day, before 7.00am or after 6.30pm.
A maximum penalty of $1,500 applies to an offence under this legislation.
10. We advise ‘interested parties’ i.e. ‘developer’, ‘owner’, ‘tenant’ to consider their
responsibilities under the Disabled Discrimination Act (DDA) in regard to the installation of
disabled access and the provision of disabled facilities, and that access to this building and
the provision of sanitary facilities may need to comply with the requirements of Section D
Part D3 and Section F Clause F2.4 of the Building Code of Australia.
11. An identification survey of the subject site is to be carried out by a Licensed Surveyor and is
to be submitted to Council at the time of foundation inspection or immediately thereafter.
Such survey shall set out the boundaries of the site and the position of the buildings on the
site.
12. The developer must provide a suitably screened imperviously paved area large enough for
all refuse and recycling containers. A wash down area is required with a cold-water tap,
hose and drain outlet connected to sewer. The drain outlet is to be designed to prevent
stormwater entry to the sewerage system.
13. Air conditioning units shall be located in a manner which prevents noise nuisance beyond
the subject land in accordance with the nuisance provisions of the Environmental Protection
Regulation 1998. On the spot fines apply for such offences.
14. All food preparation is to be conducted within the existing approved commercial kitchen.
Land Use
15. Development undertaken in accordance with this approval must generally comply with the
approved plans of development. The approved plans are numbered SK-06, 07 issue B SK-8
& 9 Issue A dated 26/01/2000, SD1 (titled ‘Site Plan’), SD2, SD3, dated July 2005, SD4 dated
May 2005 and DA-1 dated September 2005, unless otherwise superseded by Condition 46
of this approval.
16. The open space and setback areas are to be landscaped in accordance with Council’s Policy
on Landscaping Guidelines and a properly prepared landscape plan. Such landscaping is to
be completed prior to the premises being occupied and maintained at all times thereafter.
17. Existing trees on the site and within road reserves are to be retained, except where required
to be removed due to building operations or the conduct of the approved use.
18. Any advertising sign or device is to comply with the provisions of Council's policies on
advertising.
19. This Development Permit for a material change of use of premises lapses if the use has not
happened by 7 December 2009, unless an application to extend the currency is approved by
Council.
20. The developer must obtain all of the other Development Permits referred to in the Decision
Notice, prior to obtaining a Development Permit for building works.
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Section 5
Additional Conditions 7 December 2005
21. Bus parking shall be provided on site for a minimum of 2 buses.
22. Though no upgrading works/construction is required to the existing access off Cooyar Street,
the existing vegetation adjacent to the access shall be pruned to improve driver sight lines
to both vehicles and pedestrians travelling in Cooyar Street and along the footpath. The
Australian Standard for Off-Street Car Parking (AS2890.1) shall be used as a guide as with
Austroads Guide to Traffic Engineering Practice Part 5 Intersections at Grade.
Plans submitted for Operational Works approval shall clearly show the required sight lines
and the extent of vegetation pruning required to achieve compliance.
Given the importance of maintaining clear sight lines, the applicant shall also submit a
management plan that demonstrates how these sight lines will be maintained for the long
term.
23. Deleted.
24. All vehicles shall enter and leave the site in a forward direction.
Service Areas (Service Yard)
25. The proposed service yard (refuse collection area) is inadequately sized to accommodate
the necessary refuse storage and the area required for a refuse collection vehicle to
manoeuvre. As such, the applicant shall prepare detailed designs of the service yard
demonstrating the refuse storage area and that the Council refuse vehicle has adequate
room to collect the refuse and carry out a 3-point turn in order to enter and leave the area in
forward gear.
26. To enable efficient use of delivery spaces appropriate signage shall be installed to limit
delivery parking to a maximum time of 30 minutes.
27. Deleted.
Carparking
28. Deleted.
29. The carparking area shall be designed to comply with the provisions of AS 2890.1-2004 for
user class 2 with allowance for vehicles to enter and leave the site in a forward gear.
30. All carparking shall be kept, maintained and line-marked in a condition fit for use.
Vegetation Protection & Preservation
31. Vehicular pavements within the drip zone of any of the existing trees on site to be retained
shall be designed as a pervious pavement (such as grass paving cells or similar), as this will
allow water that falls on this surface to penetrate to the trees root system. The pavement
shall be constructed so as not to damage the tree or their root system and in this regard
temporary fencing shall be provided around the trees during construction to help protect
them.
Plans shall be submitted to the Council for approval that clearly show the type and extent of
the pervious pavement and the temporary fencing prior to obtaining a Development Permit
for Operational Works.
Park Contributions
32. A Park contribution of $5,289 towards the acquisition of additional parkland or the
improvement of existing parkland and facilities in the locality shall be paid to the Council prior
to obtaining a Development Permit for Operational Works in accordance with Council’s
Planning Scheme Policy PSP24 Park Requirements for Development Applications. This
amount will be subject to variations in the Consumer Price Index, All Groups Brisbane from
September 2005 until the date of payment.
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Section 6
Pathway Contributions
33. A pathway contribution of $5,343 towards external major pathways, in accordance with
Planning Scheme Policy PSP41 Pathway Trunk Network Contributions, shall be paid to the
Council prior to obtaining a Development Permit for Operational Works. This amount will be
subject to variations in the Consumer Price Index, All Groups Brisbane from September
2005 until the date of payment.
Stormwater Drainage
34. All stormwater drainage shall be collected on site and discharged so there is no net increase
in stormwater runoff from the site.
35. Roof runoff from any new buildings shall be directed to a rainwater storage system or tank
(minimum storage capacity equivalent to 20 litres/m2 of new roof area or greater) that is
plumbed to service the toilets in the new building and landscaping areas. The design of the
rainwater storage system shall be to the satisfaction of the Manager Plumbing Services.
36. To ensure that polluted run-off does not enter Council’s stormwater drainage system or
nearby creeks, stormwater run-off from the carparking areas and the driveways shall have
the first flush (the first 12 mm of rainfall or hose-down) collected in a grease/oil arrestor
provided on site prior to being permitted to discharge from the site.
All other clean stormwater, such as roof water, can bypass the grease/oil arrestor.
To this end, a detailed maintenance plan shall be prepared for the proposed grease/oil
arrestors, which shall be submitted to the Council for approval prior to obtaining a
Development Permit for Operational Works.
The approved maintenance plan shall be incorporated in the Management Plan for the
development and a copy of this shall be provided for Council’s records prior to
commencement of the approved Use.
A Development Permit for Building Works shall not be granted until a Development Permit
for Operational Works has been issued in regard to the drainage scheme.
37. All site stormwater drainage shall be by means of a gravity system.
Sewer Mains
38. The existing sewer main that traverses the site and the ‘zone of influence’ (taken as the area
within a 45-degree angle measured from the invert of the sewer main to the finished surface
level) shall be accurately located and determined by a licensed Surveyor and shown on all
plans submitted for Operational Works approval.
To ensure Council’s sewer main is accessible for maintenance purposes and is protected
from risk of damage no structures requiring a building permit (eg. buildings, swimming pools,
retaining walls, raised terraces, etc) shall be constructed within this ‘zone of influence’ and
as such the applicant shall amend Operational Works plans including Building plans to
ensure compliance.
Town Water Supply
39. The new building and extensions shall be connected to Council’s existing town water supply
and be constructed in accordance with Council’s standards and requirements at no cost to
Council.
Earthworks
40. Any filling works required on site shall be carried out in accordance with Section 3.8 of
Council’s Engineering Design Standards Manual and so as not to cause the additional
ponding of water on any adjoining lands or the blockage of, or interference with, any natural
watercourses.
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Section 7
Erosion and Sediment Control
41. Any person acting on this permit shall prevent erosion and sediment export from leaving the
site. Site control measures such as silt fencing, controlled gravel access to the site and
controlled disposal of waste, will be necessary.
In this regard plans detailing the methods of controlling erosion and sediment are required
to be submitted to the Council for approval prior to obtaining a Development Permit for
Operational Works.
General
42. Any damage caused to any public utility during the course of construction shall be repaired
to Council’s standards and at no cost to Council.
43. Any alteration of any public utility or other facilities necessitated by the development of the
land or associated construction works external to the site shall be at no cost to Council.
44. The transportation of all materials to and from the site shall be undertaken in a manner such
that no particle matter escapes onto a public road. All vehicles carrying materials either to
or from the site shall be covered to prevent materials including dust being windblown from
the vehicle.
Additional Conditions – 20 July 2023 (132001.210127.3)
When Conditions must be Complied With
45. Unless otherwise stated, all conditions of this Decision Notice must be complied with prior to
the use commencing, and then compliance maintained at all times while the use continues.
Approved Plans
46. Development authorised by this approval must be undertaken generally in accordance with
the Approved Plans listed in the table below and in conjunction with Condition 15 of this
approval.
Plan No. Rev. Plan/Document Name Date
1907NOO_ J Proposed Site Plan, prepared by Enrich 19/06/2023
Architecture
PD_A_002.0
1907NOO_ F Proposed Overall Ground Floor Plan, prepared by 19/06/2023
Enrich Architecture
PD_A_003.1
1907NOO_ F Proposed Ground Floor Plan, prepared by Enrich 19/06/2023
Architecture
PD_A_011
1907NOO_ F Proposed First Floor Plan, prepared by Enrich 19/06/2023
Architecture
PD_A_012
1907NOO_ A Proposed Acacia Wing Refurb., prepared by 19/06/2023
Enrich Architecture
PD_A_014
1907NOO_ F Site Sections and Elevations, prepared by Enrich 19/06/2023
Architecture
PD_A_250
1907NOO_ E Banksia Wing Elevations, prepared by Enrich 19/06/2023
Architecture
PD_A_310
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Section 8
1907NOO_ E Administration & Communal Area Elevations, 19/06/2023
prepared by Enrich Architecture
PD_A_311
1907NOO_ G Tree Removal Plan, prepared by Enrich 19/06/2023
Architecture
PD_A_001.2
01737 LC_01 B Landscape Site Plan, prepared by View March 2023
Landscape Architecture
01737 LC_02 B Landscape Concept Plan, prepared by View March 2023
Landscape Architecture
01737 LC_03 B Landscape Detailed Concept Plan, prepared by March 2023
View Landscape Architecture
01737 LC_04 B Suggested Planting Character, prepared by View March 2023
Landscape Architecture
Building Height
47. The maximum height of the development must not exceed 9 metres above the ground level
for the roof of the Banksia building only, in accordance with the approved plans. All other
buildings in the development must not exceed 8 metres in height above the ground level
48. Certification must be submitted to Council from a Registered Cadastral Surveyor (Qld) which
certifies that the buildings do not exceed the maximum height requirement of this Decision
Notice.
Nature and Extent of Approved Use
49. The total number of persons residing on the premises at any one time must not exceed 130.
Performance Bond
50. Security in the form of a cash bond or trading bank guarantee to the sum of $30,000 must
be submitted to Council, to secure performance of all conditions of this approval, prior to the
issue of a Development Permit for Operational Works. The cash bond or trading bank
guarantee will be returned on performance of the conditions of approval less any costs
incurred by Council in respect of enforcing performance of this permit. Council reserves the
right to call upon the bond or guaranteed sum to effect compliance with conditions.
Water & Sewer Connections
51. An underground connection to reticulated water and sewerage must be provided to the
premises in accordance with the standards and requirements of Northern SEQ Distributor–
Retailer Authority (Unitywater).
52. A Certificate of Completion from the Northern SEQ Distributor–Retailer Authority (Unitywater)
must be submitted to Council that certifies an underground connection to reticulated water
and sewerage has been provided to the premises.
ENGINEERING
Site Specific Conditions
53. The use of the existing fire trail located on Council land (Lot 1 SP239726) for purposes other
than maintenance and for emergency services (eg temporary access for construction
purposes) must be administered through an Access Permit by Council’s Parks and Gardens
department.
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Section 9
54. The emergency vehicle access located on Council land (Lot 1 SP239726) must be
constructed and maintained in accordance with the ‘Infrastructure Deed in Respect of
Construction of Access Track Crossing, Maintenance of Vegetation Buffer Zone And Access
Track (Including Crossing) For The Girraween Nature Refuge And The Aged Care Facility’
and a subsequent Operational Works permit.
55. The existing vegetation adjacent to the access must be pruned to improve driver sight lines
to both vehicles and pedestrians travelling in Cooyar Street and along the footpath. The
Australian Standard for Off-Street Car Parking (AS2890.1) must be used as a guide as with
Austroads Guide to Traffic Engineering Practice Part 5 Intersections at Grade and any
associated addendum.
56. All works associated with this permit must ensure that the fire trail is kept functional and
operational during all stages of work and for all intended uses (drainage outlet and access
for emergency services).
Car Parking
57. A minimum of 44 car parking spaces must be provided and marked on the site and made
available and accessible at all times while the use is open for business. The works must be
generally in accordance with Proposed Overall Ground Floor Plan (PD_A_003.1 E) dated 23
March 2023.
Stormwater Drainage
58. Stormwater runoff from the development must be connected to a lawful point of discharge
without causing scour or damage to the subject site or any adjoining properties. The works
must be undertaken in accordance with an Operational Works approval and be generally in
accordance with STP Consultants’ Stormwater Layout Plan (SKC01) dated 21 March 2023
and (SCK02) dated 20 March 2023. The works must include, but not be limited to:
a. All Causeways (both temporary and permanent) must be constructed to comply with
all relevant sections of Queensland Urban Drainage Manual (QUDM);
b. All Causeways (both temporary and permanent) must be constructed to comply with
Section 10.3.5 of Sunshine Coast Council’s Open Space Landscape Infrastructure
Manual 2022 (Type 5 Fire Access Trail); and
c. Works must not adversely affect the existing water quality treatment capabilities of the
development as to result in pollutants exiting the site.
Easements
59. Unless otherwise agreed in writing by the relevant service provider, any public or third party
infrastructure located on the subject site must be placed within an easement registered
against the title of the property.
60. All easements must be designed in accordance with the planning scheme and granted at no
cost to the Grantee. Where the Grantee is Council or a service authority, the easement
documentation must be in accordance with the Grantee’s standard easement terms. Draft
easement documentation must be submitted to Council for endorsement.
61. All works must be kept clear of any existing or proposed easements on the subject land,
unless agreed otherwise in writing by the Grantee.
Earthworks and Retaining Walls
62. All fill and associated batters must be undertaken in accordance with an Operational Works
approval and contained entirely within the subject site unless written permission from the
respective landowner(s) is provided to Council. The works must be generally in accordance
with STP Consultant’s Earthworks/Track Layout Plan (STP22-0347 SKC03) dated 23 March
2023.
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Section 10
63. All retaining walls must be designed and constructed in accordance with the planning scheme
and must be certified by an RPEQ where exceeding 1.0m in height. All retaining walls that
are publicly accessible and exceed 1.0m in height must be fitted with a commercial grade
safety fence.
Damage to Services and Assets
64. Any damage caused to existing services and assets as a result of the development works
must be repaired at no cost to the asset owner at the following times:
a. where the damage would cause a hazard to pedestrian or vehicle safety, immediately;
or
b. where otherwise, upon completion of the works associated with the development.
Any repair work which proposes to alter the alignment or level of existing services and assets
must first be referred to the relevant service authority for approval.
LANDSCAPING
Landscaping Works
65. The development site must be landscaped. The works must be undertaken in accordance
with an Operational Works approval and the Noosa Plan for that specific area and must
include in particular:
a. the works shown on the approved Landscape Concept plans shown in the Approved
Plans
b. Vegetation clearing within the site is to be offset through the rehabilitation of the area
of vegetation adjacent to Cooyar Street. The area is to incorporate revegetation works
that offset all native vegetation removal that is proposed on the site.
c. control of all weeds species listed in the following standards and legislation:
i. declared plants under the Land Protection (Biodiversity Act 2014 and sub-
ordinate Regulation 2016).
ii. Noosa Local Government Area Pest Management Plan 2015-2019.
66. All landscape works must be established and maintained in accordance with the approved
design for the life of the development, and in a manner that ensures healthy, sustained and
vigorous plant growth. All plant material must be allowed to grow to full form and be
refurbished when its life expectancy is reached.
67. All landscape works must be maintained generally in accordance with the approved design
for the life of the development.
Retention of Existing Trees
68. The existing Allocasurina littoralis within the Bushfire buffer associated with Lot 1 SP239726
must be retained in accordance with an Arborist Report (or part thereof) prepared by a
qualified person* and endorsed through an Operational Works approval
*(Refer to Advisory Note)
69. The existing Allocasurina littoralis in the south-eastern portion of the subject site must be
retained, except where required to be removed to accommodate the approved building, in
accordance with the recommendations of an Arborist Report (or part thereof) prepared by a
qualified person* and endorsed through an Operational Works approval.
*(Refer to Advisory Note)
70. Prior to the prestart meeting, a bank guarantee or a bond of $10,000 must be lodged as
security for the protection of the trees identified for retention in the conditions of this approval
listed within this Decision Notice. The bond:
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Section 11
a. may be drawn upon by Council in its entirety if any one tree identified for retention is
damaged to the point where the tree cannot be saved (as confirmed by the project
arborist and agreed in writing by Council)
b. will be returned upon practical completion of all the operational works relating to this
development.
*(Refer to Advisory Note)
Fauna Management
71. Vegetation must only be removed or disturbed in accordance with a Fauna Management
Plan (or part thereof) prepared by a qualified person* and endorsed through an Operational
Works approval.
*(Refer to Advisory Note)
72. Permanent artificial nesting boxes must be installed within the development site to provide
compensatory habitat for arboreal mammals and hollow dependent avian species. The
works must be undertaken in accordance with an Operational Works approval.
Bushfire Management
73. The development must be carried out in accordance with the Bushfire Hazard Assessment
and Management Plan v2 listed within this Decision Notice*.
*(Refer to Advisory Note)
74. The development must be carried out in accordance with the Building Bushfire Safety and
Spread Prevention Strategy listed within this Decision Notice*.
*(Refer to Advisory Note)
75. A 2.5 metre high non-flammable permanent fence must be constructed adjacent to the
southern extension of the existing building footprint in accordance with the recommendations
of the Bushfire hazard Assessment and Management Plan v2 listed in this Decision Notice.
76. Certification must be submitted to Council from a qualified person* which certifies that the
development has been constructed in accordance with the bushfire management conditions
of this Decision Notice.
*(Refer to Advisory Note)
77. A copy of the bushfire evacuation plan for the development must be provided to the nearest
fire authority.
5. REFERENCE DOCUMENTS
Plan No. Rev. Plan/Document Name Date
J000542 2 Bushfire Hazard Assessment & Management 21/03/2023
Plan, prepared by North Coast Environmental
Services
J000542 1 Bushfire Evacuation Plan, prepared by North 08/12/2022
Coast Environmental Services (Appendix 2 of the
Bushfire Hazard Assessment & Management
Plan, prepared by North Coast Environmental
Services)
WBFE965- OP1 Building Bushfire Safety and Spread Prevention 22/03/2023
001-2023 Strategy, prepared by Walkerbai Fire Engineering
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Section 12
6. REFERRAL AGENCIES
Not applicable
7. ADVISORY NOTES
The following notes are included for guidance and information purposes only and do not form part
of the assessment manager conditions:
Infrastructure Charges
1. All developments and/or changes to existing developments may require payment of
“Infrastructure Charges” (as applicable) in accordance with Council’s “Charges Resolution”
made pursuant to the planning legislation and regulations current at the time of issue. For
further information, please refer to https://www.noosa.qld.gov.au/planning-
development/development-tools-guidelines/infrastructure-charges
Equitable Access and Facilities
2. The plans for the proposed building work have NOT been assessed for compliance with the
requirements of the National Construction Code - Building Code of Australia (Volume 1) as
they relate to people with disabilities. Your attention is also directed to the fact that in addition
to the requirements of the National Construction Code as they relate to people with
disabilities, one or more of the following may impact on the proposed building work:
a. the Disability Discrimination Act 1992 (Commonwealth);
b. the Anti-Discrimination Act 1991 (Queensland); and
c. the Disability (Access to Premises – Buildings) Standards.
Advertising Devices
3. All Advertising Devices must comply with Schedule 10 of Subordinate Local Law No.1
(Administration) 2015 including both temporary and permanent signage. All freestanding,
pylon or pole signs or signage that is illuminated requires approval from Council prior to being
installed. All signage identified in s6 of Schedule 10 of Subordinate Local Law No. 1 is
prohibited from being erected in the Shire.
Development Compliance Inspection
4. Prior to the commencement of the use, please contact Council's Development Assessment
Branch to arrange a Development Compliance Inspection.
8. PROPERTY NOTES
132001.210127.3 – Infrastructure Agreement
1. An Infrastructure Agreement has been signed in association with Council Approval
132001.210127.3. The Agreement relates to the works required to be carried out on Council
land for the purposes of stormwater works, access and bushfire mitigation measures.
9. VARIATION APPROVAL DETAILS
Not applicable
10. FURTHER DEVELOPMENT PERMITS REQUIRED
Type of Development Permit Required Subject of the required Development Permit
Development Permit for Building Works All building work.
Operational Works Access, Stormwater, Earthworks, Landscaping
11. SUBMISSIONS
Not applicable
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Section 13
12. RIGHTS OF APPEAL
You are entitled to appeal against this decision. A copy of the relevant appeal provisions from the
Planning Act 2016 is attached.
13. OTHER DETAILS
If you wish to obtain more information about the decision, electronic copies are available on line at
www.noosa.qld.gov.au or at Council Offices.
Yours faithfully,
Patrick Murphy
Manager - Development and Regulation
Enc: Appeal Rights
Infrastructure Charge Notice
Approved Plans/Documents
Infrastructure Agreement
cc. Unitywater
DECISION NOTICE HISTORY
Original Decision Notice – 28 June 2001.
Negotiated Decision Notice – 9 August 2001, with an amendment to condition 2.
Decision Notice – Compiled Decision – 7 December 2005, with an amendment to conditions 4, 15 & 19 and additional 24 conditions
and 3 advices and delete condition 5.
Decision Notice - Minor – 132001.210127.3 – 20 July 2023, with an amendment to development description and conditions 15 &
26 and additional conditions 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70,
71, 72, 73, 74, 75, 76 & 77.and delete conditions 1, 2, 23, 27 and 28.
Page 12 of 13
Document Set ID: 22515524
Version: 7, Version Date: 27/07/2023
Section 14
Appeal Rights
PLANNING ACT 2016 & PLANNING REGULATION 2017
Chapter 6 Dispute resolution (3) The appellant or, for an appeal to a tribunal, the registrar must,
within the service period, give a copy of the notice of appeal to –
Part 1 Appeal rights
(a) the respondent for the appeal; and
229 Appeals to tribunal or P&E Court
(b) each co-respondent for the appeal; and
(1) Schedule 1 of the Planning Act 2016 states –
(c) for an appeal about a development application under schedule
(a) Matters that may be appealed to –
1, table 1, item 1 – each principal submitter for the
(i) either a tribunal or the P&E Court; or development application; and
(ii) only a tribunal; or (d) for and appeal about a change application under schedule 1,
table 1, item 2 – each principal submitter for the change
(iii) only the P&E Court; and
application; and
(b) The person-
(e) each person who may elect to become a co-respondent for the
(i) who may appeal a matter (the appellant); and appeal, other than an eligible submitter who is not a principal
submitter in an appeal under paragraph (c) or (d); and
(ii) who is a respondent in an appeal of the matter; and
(f) for an appeal to the P&E Court – the chief executive; and
(iii) who is a co-respondent in an appeal of the matter; and
(g) for an appeal to a tribunal under another Act – any other
(iv) who may elect to be a co-respondent in an appeal of the
person who the registrar considers appropriate.
matter.
(4) The service period is –
(2) An appellant may start an appeal within the appeal period.
(a) if a submitter or advice agency started the appeal in the P&E
(3) The appeal period is –
Court – 2 business days after the appeal has started; or
(a) for an appeal by a building advisory agency – 10 business
(b) otherwise – 10 business days after the appeal is started.
days after a decision notice for the decision is given to the
agency; or (5) A notice of appeal given to a person who may elect to be a co-
respondent must state the effect of subsection (6).
(b) for an appeal against a deemed refusal – at any time after the
deemed refusal happens; or (6) A person elects to be a co-respondent by filing a notice of election,
in the approved form, within 10 business days after the notice of
(c) for an appeal against a decision of the Minister, under chapter
appeal is given to the person.
7, part 4, to register premises or to renew the registration of
premises – 20 business days after a notice us published under 231 Other appeals
section 269(3)(a) or (4); or
(1) Subject to this chapter, schedule 1 and the P&E Court Act, unless
(d) for an appeal against an infrastructure charges notice – 20 the Supreme Court decides a decision or other matter under this
business days after the infrastructure charges notice is given Act is affected by jurisdictional error, the decision or matter is non-
to the person; or appealable.
(e) for an appeal about a deemed approval of a development (2) The Judicial Review Act 1991, part 5 applies to the decision or
application for which a decision notice has not been given – matter to the extent it is affected by jurisdictional error.
30 business days after the applicant gives the deemed
(3) A person who, but for subsection (1) could have made an
approval notice to the assessment manager; or
application under the Judicial Review Act 1991 in relation to the
(f) for any other appeal – 20 business days after a notice of the decision or matter, may apply under part 4 of that Act for a
decision for the matter, including an enforcement notice, is statement of reasons in relation to the decision or matter.
given to the person.
(4) In this section –
Note – decision includes-
See the P&E Court Act for the court’s power to extend the appeal
(a) conduct engaged in for the purpose of making a decision; and
period.
(b) other conduct that relates to the making of a decision; and
(4) Each respondent and co-respondent for an appeal may be heard
in the appeal. (c) the making of a decision or failure to make a decision; and
(5) If an appeal is only about a referral agency’s response, the (d) a purported decision; and
assessment manager may apply to the tribunal or P&E Court to
(e) a deemed refusal.
withdraw from the appeal.
non-appealable, for a decision or matter, means the decision or
(6) To remove any doubt. It is declared that an appeal against an
matter-
infrastructure charges notice must not be about-
(a) is final and conclusive; and
(a) the adopted charge itself; or
(b) may not be challenged, appealed against, reviewed, quashed,
(b) for a decision about an offset or refund-
set aside or called into question in any other way under the
(i) the establishment cost of trunk infrastructure identified in Judicial Review Act 1991 or otherwise, whether by the
a LGIP; or Supreme Court, another court, a tribunal or another entity; and
(ii) the cost of infrastructure decided using the method (c) is not subject to any declaratory, injunctive or other order of
included in the local government’s charges resolution. the Supreme Court, another court, a tribunal or another entity
on any ground.
230 Notice of appeal
232 Rules of the P&E Court
(1) An appellant starts an appeal by lodging, with the registrar of the
tribunal or P&E Court, a notice of appeal that- (1) A person who is appealing to the P&E Court must comply with the
rules of the court that apply to the appeal.
(a) is in the approved form; and
(b) succinctly states the grounds of the appeal. (2) However, the P&E Court may hear and decide an appeal even if
the person has not complied with the rules of the P&E Court
(2) The notice of appeal must be accompanied by the required fee.
Page 13 of 13
Document Set ID: 22515524
Version: 7, Version Date: 27/07/2023
Section 15
DA Form 1 – Development application details
Approved form (version 1.5 effective 22 July 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) Woollams Constructions C/- STP Consultants
Contact name (only applicable for companies) STP Consultants
Postal address (P.O. Box or street address) Level 3, 382 Sturt Street
Suburb Townsville
State QLD
Postcode 4810
Country Australia
Contact number (07)3539 8357
Email address (non-mandatory) [email protected]
Mobile number (non-mandatory) 0437 920 271
Fax number (non-mandatory)
Applicant’s reference number(s) (if applicable)
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)
Section 16
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
80 Cooyar Street Noosa Heads
a)
Postcode Lot No. Plan Type and Number (e.g. RP, SP) Local Government Area(s)
4567 9 RP225312 Noosa Regional Council
Unit No. Street No. Street Name and Type Suburb
100 Eenie Creek Road Noosa Heads
b)
Postcode Lot No. Plan Type and Number (e.g. RP, SP) Local Government Area(s)
4567 1 SP239726 Noosa Regional Council
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 1.5— 22 July 2024
Section 17
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):
Civil Works associated with the installation of a Fire Access Trail
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 18
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 19
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:
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 20
14.3) What is the monetary value of the proposed operational work? (include GST, materials and labour)
$360,795.00
PART 4 – ASSESSMENT MANAGER DETAILS
15) Identify the assessment manager(s) who will be assessing this development application
Noosa Regional Council
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 21
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 1.5— 22 July 2024
Section 22
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 Regional
132001.210127.3 20/12/2023 Council
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 1.5— 22 July 2024
Section 23
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 24
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 25
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:
Brothels
23.14) Does this development application involve a material change of use for a brothel?
Yes – this development application demonstrates how the proposal meets the code for a development
application for a brothel under Schedule 3 of the Prostitution Regulation 2014
No
Decision under section 62 of the Transport Infrastructure Act 1994
23.15) 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
23.16) 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 Yes
Note: This is a mandatory requirement and includes any relevant templates under question 23, a planning report
and any technical reports required by the relevant categorising instruments (e.g. local government planning
Section 26
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
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 1.5— 22 July 2024
Section 27
DOCUMENT REGISTER AND TRANSMITTAL ADVICE
Client : WOOLAMS CONSTRUCTIONS PTY LTD
Project : OZCARE NOOSA, PROPOSED CIVIL WORKS
Location : 80 COOYAR STREET, NOOSA HEADS
Project No. : STP24-0253 Revision History
27/06/24
22/07/24
4/07/24
8/07/24
Revision Date : 22/07/2024 Sheet No. 1
DWG Drawing Title
C100 FACE SHEET A B - B
C101 PROJECT NOTES - SHEET 1 A B - B
C102 PROJECT NOTES - SHEET 2 A B - B
C103 DEMOLITION & TREE CLEARING PLAN A B - C
C104 GENERAL ARRANGEMENT PLAN A B - C
C201 EARTHWORKS STRIPPING PLAN A B - C
C202 EARTHWORKS MANAGEMENT PLAN A B - C
C301 FINISHED LEVELS PLAN A B - C
C302 CONCRETE JOINTING PLAN A B - C
C303 ACCESS TRACK SETOUT PLAN A B - B
C304 ACCESS TRACK LONGITUDINAL SECTION A B - B
C305 CROSS SECTION ACCESS TRACK - SHEET 1 A B - B
C306 CROSS SECTION ACCESS TRACK - SHEET 2 A B - B
C307 PROPOSED CROSSINGS LAYOUT AND DETAILS PLAN A B - B
C308 PROPOSED PASSING LANE & END OF FIRE TRACK LAYOUT PLAN - A - B
C601 SOIL EROSION & SEDIMENT CONTROL - CONSTRUCTION PHASE A B - C
C602 SOIL EROSION & SEDIMENT CONTROL - PROCEDURES & NOTES A B - B
C603 SOIL EROSION & SEDIMENT CONTROL - ON MAINTENANCE A B - C
C701 MISCELLANEOUS DETAILS - SHEET 1 A B - B
C702 MISCELLANEOUS DETAILS - SHEET 2 A B - B
C703 SAFETY IN DESIGN REPORT - - A A
Distribution Number Of Copies
WOOLAMS CONSTRUCTIONS 1 1 1 1
Format Format
P-.pdf D-.dwg R-.rvt H-Hard copy P P P P
Purpose For Distribution Purpose For Distribution
P-Preliminary A-Approval T-Tender
P CS CS CS
C-Construction CS-Council Submission
Method Of Distribution Method Of Distribution
C-Collected M-Mail D-Deliver E-Email E E E E
Section 28
OZCARE NOOSA CIVIL
80 COOYAR STREET, NOOSA HEADS
STREET
COOYAR
MH
MH
MH
H
H
LOT 9
SP225312
H
MH
THESE DRAWINGS AND ANY ASSOCIATED SPECIFICATION ARE INTENDED TO CONVEY DESIGN INTENT AND SHALL NOT BE READ AS THOUGH FULLY COMPLETE AND
COMPREHENSIVE. THESE DOCUMENTS SHALL BE READ IN THE CONTEXT OF A DESIGN AND CONSTRUCT CONTRACT WITH THE CONTRACTOR BEING RESPONSIBLE FOR
SURVEY INFORMATION ANY ADDITIONAL COSTS THAT ARISE FROM INCOMPLETE DOCUMENTATION INCLUDING ABSORBING ALL RISKS ASSOCIATED WITH THIS PROCESS. ITSHALL BE THE
CONTRACTOR’S RESPONSIBILITY TO COORDINATE WITH OTHER DISCIPLINES THROUGHOUT THEIR INVOLVEMENT IN THE PROJECT AND TO INSTALL ALL SYSTEMS TO
SURVEYOR BENNETT BENNETT SURVEYIN ACHIEVE THE FUNCTIONALITY REQUIRED BY THE DESIGN INTENT. APPROPRIATE COST CONTINGENCIES MUST BE ALLOWED FOR BY THE CONTRACTOR, BASED ON THE
PARISH O RE ER SURVEY STATE OF DOCUMENTATION AT THE TIME OF INITIAL PRICING AND THE CONTRACTOR’S EXPERIENCE DELIVERING THIS TYPE OF BUILDING.
COUNTY O RE ER SURVEY
LOT 127 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
SP276620
MH
PS 8213
LEVEL DATU RL 21 5 AHD DERIVED
RE ERENCE PLANS N 2000 0-005-VER R A
OR S BOUNDARY
LOT 128
SP276620
DATE DRAWN DESIGNED JOB No. DRAWING No. REV
JUN 2024 NP AS STP24-0253 C100 B
Section 29
GENERAL NOTES EARTHWORKS NOTES ROADWORKS NOTES PAVEMENT SPECIFICATIONS
1. ALL SITE EXISTING TOPSOIL TO BE STRIPPED WITHIN DEVELOPMENT FOOTPRINT AND STOCKPILED 1. SOILS REPORT 1. LEVELS AND GRADIENTS AT JUNCTIONS WITH EXISTING WORKS MAY BE VARIED AS REQUIRED TO 1. FIRE ACCESS TRACK FLEXIBLE PAVEMENT -
ON SITE FOR REUSE. LOCATION FOR STOCKPILE TO BE AS ADVISED BY SUPERINTENDENT. ALL EARTHWORKS AND SITE PREPARATION TO BE CARRIED OUT IN ACCORDANCE WITH THE ACHIEVE SATISFACTORY CONNECTIONS AND THE COSTS DEEMED INCLUDED IN THE RELEVANT 150mm THICK TMR TYPE 2.1 BASE COURSE
SHOULD EXISTING TOPSOIL NOT BE SUITABLE FOR REUSED. CONTRACTOR TO ALLOW TO DISPOSE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT 226707 DATED ON 06/03/2024 PREPARED BY SCHEDULE ITEMS. 150mm THICK TMR TYPE 2.4 SUB-BASE COURSE
OF OFFSITE WITHIN THEIR TENDER SUBMISSION. DOUGLAS PARTNERS. A COPY OF THIS CAN BE OBTAINED FROM THE SUPERINTENDENT. 2. THE LOCATION OF EXISTING SERVICES AS SHOWN ON THE PLAN IS INDICATIVE ONLY AND THE
2. ALL UNSUITABLE OR UNCONTROLLED FILL THAT IS DEEMED NOT SUITABLE FOR REUSE WITHIN 2. SITE PREPARATION CONTRACTOR MUST ASCERTAIN THE POSITION OF ALL SERVICES (I.E. WATER, ELECTRICITY,
2. CONCRETE PAVEMENT -
THE PROJECT GEOTECHNICAL REPORT IS TO BE DISPOSED OF OFF SITE.CONTRACTOR TO EXCAVATE AND REMOVE ALL VEGETATION, ORGANIC TOPSOIL, UNCONTROLLED FILL AND OTHER TELECOM, GAS ETC.), BEFORE COMMENCING CONSTRUCTION.
150mm THICK N32 CONCRETE
INCLUDE DUE ALLOWANCE FIR DISPOSAL OFF SITE WITHIN THEIR TENDER SUBMISSION. DELETERIOUS MATERIAL FROM SITE. EXCAVATE AND TRIM THE BUILDING OR PAVEMENT 3. ALL EXISTING SERVICES AND STRUCTURES ARE TO BE MAINTAINED IN GOOD ORDER FOR THE
DURATION OF THE CONTRACT AND WHERE RELOCATION IS REQUIRED REFER SPECIFICATION. SL82 MESH 50mm TOP COVER
3. CONTRACTORS AND SUB-CONTRACTORS TENDERING ON THIS PROJECT ARE TO MAKE PLATFORMS AS REQUIRED.
THEMSELVES FULLY AWARE OF ALL REQUIREMENTS. IF IN DOUBT OR FURTHER CLARIFICATION IS SITE PREPARATION TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE 4. SUBSOIL DRAINS TO BE PROVIDED UNDER ALL KERB AND CHANNEL AND KERB. 150mm THICK TMR TYPE 2.4 SUB-BASE COURSE
REQUIRED, THE CONTRACTOR IS TO OBTAIN CLARIFICATION FROM THE ENGINEERS PRIOR TO GEOTECHNICAL REPORT. 5. NOT WITHSTANDING THE LIMITS OF EARTHWORKS SHOWN ON THE DRAWINGS, THE ACTUAL LIMITS
SUBMITTING TENDER PRICES. SHOULD THE CONTRACTOR FAIL TO OBTAIN CLARIFICATION FROM IF THE GEOTECHNICAL REPORT DOES NOT PROVIDE ADVICE ON SITE PREPARATION THEN PROOF SHALL BE DETERMINED ON SITE BY THE SUPERINTENDENT. 3. CONCRETE PATHWAYS, RAMPS & LANDINGS -
THE ENGINEERS IT IS DEEMED THAT THE CONTRACTOR HAS BEEN PROVIDED SUFFICIENT ROLL THE EXPOSED SUBGRADE USING SIX PASSES OF A 10 TONNE MINIMUM STATIC WEIGHT 6. ROADS AND STRUCTURAL FORMATIONS INCLUDING EMBANKMENTS, FOOTPATHS, PAVED AREAS 100mm N32 CONCRETE
INFORMATION TO ADEQUATELY PRICE THE ENTIRE WORKS AND THAT THE CONTRACTOR HAS VIBRATORY PAD TYPE ROLLER TO IDENTIFY ANY SOFT SPOTS. THESE ZONES MUST BE INSPECTED AND SHOULDERS ARE TO BE COMPACTED TO 100% STANDARD DRY DENSITY LESS THAN 0.3m SL72 MESH CENTRAL
ALLOWED FOR ALL WORKS REQUIRED. IN PROVIDING CLARIFICATION, THE ENGINEER HAS NOT BY AN APPROVED GEOTECHNICAL ENGINEER TO ASSESS THEIR EXTENT. BELOW SUBGRADE AND 98% STANDARD DRY DENSITY MORE THAN 0.3m BELOW SUBGRADE TO
ASSUMED A DUTY OF CARE TO THE CONTRACTOR OR SUBCONTRACTOR, BUT IS ONLY ACTING AS SOFT SPOTS SHALL BE EXCAVATED AND REPLACED WITH SELECT BACKFILL COMPACTED IN AS1289 5.1.1. AND LOCAL GOVERNMENT AUTHORITY SPECIFICATIONS. SUBGRADE REPLACEMENT IS REQUIRED IF CBR IS LESS THAN 5.
THE OWNER’S AGENT. LAYERS NOT EXCEEDING 150mm COMPACTED THICKNESS TO COMPACTION LISTED UNDER "FILL 7. ELECTRICAL AND COMMUNICATIONS CONDUIT LOCATIONS ARE SHOWN FOR INFORMATION ONLY. 150mm LAYERS OF CBR 15 TYPE 2.5 PAVEMENT GRAVEL
4. PRIOR TO COMMENCEMENT OF WORKS THE CONTRACTOR IS TO IDENTIFY AND BE SATISFIED OF MATERIAL". FOR EXACT LOCATIONS REFER TO ELECTRICAL CONSULTANTS LAYOUT PLANS. FOR WATER
COMPACTED TO 98% STANDARD COMPACTION
THE CORRECT LOCATION OF ALL EXISTING SERVICES WHETHER INDICATED OR NOT ON THE THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CERTIFICATION OF A SUITABLE CONDUIT LOCATIONS REFER WATER RETICULATION DRAWINGS.
PLANS. ANY DAMAGE TO EXISTING SERVICES IS TO BE RECTIFIED AT THE CONTRACTOR'S WORKING PLATFORM FOR THE SITE, INCLUDING BUT NOT LIMITED TO CRANES AND MACHINERY. 8. MINIMUM COVER TO ROOFWATER PIPES TO BE 450MM EXCEPT WHERE LESS COVER IS
EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFE BATTERS AND EXCAVATIONS. NECESSARY TO DISCHARGE TO STREET KERB AND CHANNEL.
9. CONTRACTOR TO APPLY FOR AND RECEIVE APPROVAL FROM THE LOCAL GOVERNMENT
5. CONTRACTOR TO PROVIDE DILAPIDATION REPORT OF EXISTING SERVICES AND STRUCTURES
PRIOR TO CONSTRUCTION. 3.
BUILDING PAD, SUBGRADE AND PREPARATION TO EXTEND 1m PAST STRUCTURAL SLAB EXTENTS.
FILL MATERIAL AUTHORITY FOR THE PROPOSED FOOTPATH AND CROSSOVER WORKS PRIOR TO CONSTRUCTION. PROVISION FOR TRAFFIC & EXTERNAL WORKS
6. CONTRACTOR TO ALLOW FOR ALL SERVICE STRUCTURES (FOR EXAMPLE, POWER POLES, BUILDING PAD FILL SHALL BE COMPACTED IN MAXIMUM 150mm THICK LAYERS (COMPACTED 10. CONTRACTOR TO ARRANGE INSPECTION OF PROPOSED CROSSOVERS AND FOOTPATHS WITH 1. THE CONTRACTOR HEREBY COVENANTS THAT IT WILL AT ALL TIMES INDEMNIFY AND KEEP
COMMUNICATIONS PITS OR VALVE BOXES) TO BE MODIFIED TO SUIT THE FINISHED SURFACE THICKNESS) TO 98% STANDARD DRY DENSITY RATIO. COUNCIL IN ACCORDANCE WITH DEVELOPMENT APPROVAL AND OPERATIONAL WORKS APPROVAL. INDEMNIFIED, THE PRINCIPAL FROM AND AGAINST ALL ACTIONS CLAIMS, DEMANDS, LOSSES,
LEVEL IN ACCORDANCE WITH THE SERVICE PROVIDES SPECIFICATIONS. FILL UNDER ROADS TO BE IN ACCORDANCE WITH ROADWORKS NOTES. 11. CONTRACTORS AND SUB-CONTRACTORS TO CONFIRM CROSSOVER AND ADJACENT PAVEMENT DAMAGES, COSTS, CHARGES AND EXPENSES, OR OTHER LIABILITIES WHATSOEVER, IN RESPECT
7. PRIOR TO COMMENCEMENT OF WORKS THE CONTRACTOR WILL PROVIDE SCOUR AND EROSION ALL BUILDING PADS AND STRUCTURE FILLING SHALL BE UNDER LEVEL 1 GEOTECHNICAL LEVELS AND GRADES PRIOR TO THE START OF CONSTRUCTION. IF IN DOUBT OR FURTHER OF, OR ARISING FROM, ANY DAMAGES TO THE ROAD FRONTING THE SITE DURING THE
PROTECTION INCLUDING PROVISION OF SEDIMENT TRAPS AND FENCES TO MINIMISE DEPOSITION SUPERVISOR BY RPEQ GEOTECHNICAL ENGINEER AND SHALL BE IN BULK EARTHWORKS TENDER CLARIFICATION IS REQUIRED, THE CONTRACTOR IS TO OBTAIN CLARIFICATION FROM THE CONSTRUCTION OF THE WORKS.
OF MATERIAL ONTO DOWNSTREAM OF THE PROPERTY AS INDICATED ON THE DRAWINGS. ALLOWANCE. ENGINEERS PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL:
8. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL OTHER WORKING DRAWINGS AND THE FREQUENCY OF TESTING FILL COMPACTION SHALL BE AS SPECIFIED IN SECTION 8 OF AS 3798 12. CONTRACTOR TO PROVIDE CBR TEST RESULTS A MINIMUM OF TWO WEEKS PRIOR TO ROAD a. OBTAIN PERMISSION FROM LOCAL COUNCIL AND THE QUEENSLAND DEPARTMENT OF MAIN
SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE "GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS" FOR THE CONSTRUCTION TO CONFIRM ROAD SUBGRADE DESIGN. TESTS TO BE TAKEN AT A MINIMUM OF ROADS FOR ACCESS TRACKS BEFORE OR DOING ANY WORK EXTERNAL TO THE SITE.
COURSE OF CONSTRUCTION. ALL DISCREPANCIES AND VARIATIONS SHALL BE REFERRED TO THE LEVEL SPECIFIED IN NOTE 5 BELOW. 50m CENTERS OR TO LOCAL AUTHORITY STANDARDS. TESTS TO BE TAKEN AT SUBGRADE BOX b. INDEMNIFY LOCAL COUNCIL, THE PRINCIPAL, STP CONSULTANTS, AND THE QUEENSLAND
ENGINEER BEFORE PROCEEDING WITH THE WORK. FILL SHALL BE COMPACTED AND MAINTAINED AT MOISTURE CONTENTS AT PLACEMENT WITHIN DEPTH.
DEPARTMENT OF MAIN ROADS AGAINST CLAIMS RESULTING FROM THE CONTRACTOR'S
9. CONTRACTOR TO OBTAIN ALL APPROVALS AND PERMITS FOR WORKING WITHIN LOCAL THE RANGE PLUS 2% TO MINUS 2% OF STANDARD OPTIMUM MOISTURE CONTENT U.N.O. 13. PROVIDE KERB RAMP AT ALL PEDESTRIAN CROSSINGS AND WALKWAYS TO LOCAL GOVERNMENT
AUTHORITY STANDARDS. OPERATIONS OF PLANT EXTERNAL TO THE SITE.
GOVERNMENT AUTHORITY ROADS AND STATE GOVERNMENT ROADS. FILL MATERIAL SHALL BE OF UNIFORM QUALITY AND FREE FROM VEGETABLE MATTER.
IMPORTED STRUCTURAL FILL TO BUILDING PADS OF STRUCTURES TO CONFORM TO THE 14. ALL ROAD WORKS KERB TRANSITIONING BETWEEN KERB TYPES TO BE CARRIED OUT OVER 1.5m c. COMPLY WITH THE DIRECTIONS AND REQUIREMENTS OF LOCAL COUNCIL AND THE
10. CONTRACTOR TO ENSURE THAT ALL THE REQUIRED CONDITIONS OF THE DEVELOPMENT
APPROVAL HAVE BEEN SATISFIED PRIOR TO STARTING ON SITE. FOLLOWING:- MINIMUM. DEPARTMENT OF MAIN ROADS 'MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES' WITH
11. ALL WORK TO CONFORM TO NOOSA SHIRE COUNCIL STANDARDS AND SPECIFICATIONS UNLESS CBR 15% MIN. RELATION TO WARNING SIGNS AND TRAFFIC CONTROL.
OTHER WISE SHOWN ON PLANS OR DIRECTED BY THE SUPERINTENDENT. LINEAR SHRINKAGE 8% MAX. d. REPAIR, MAINTAIN AND MAKE GOOD TO THE SUPERINTENDENT'S SATISFACTION, ANY
12. CONTRACTOR TO ENSURE THAT ALL WORK, SERVICES AND PRODUCTS TO BE FIT FOR PURPOSE. LIQUID LIMIT 35% MAX. AS CONSTRUCTED DAMAGE.
13. ALL 'WORKS AS CONSTRUCTED' INFORMATION SHALL BE SUPPLIED IN BOTH HARD COPY AND PLASTICITY INDEX 15% MAX. 1. THE CONTRACTOR SHALL ARRANGE FOR AN INDEPENDENT LICENSED SURVEYOR TO CARRY OUT 3. THE CONTRACTOR SHALL SUBMIT ANY TRAFFIC DIVERSION SCHEMES TO THE LOCAL COUNCIL
ELECTRONIC DATA FORMAT TO THE REQUIRED AUTHORITIES. SHRINK/ SWELL INDEX 1.0% MAX. 'WORKS AS CONSTRUCTED' SURVEY AND SUBMIT DETAILS SHOWN ON A PLAN TO THE FOR APPROVAL, PRIOR TO IMPLEMENTATION OF SUCH A SCHEME AND PROVIDE A FULL COPY OF
14. ALL SETOUT TO ARCHITECTS DETAILS UNLESS NOTED OTHERWISE (U.N.O.). BEARING CAPACITY TO STRUCTURAL ENGINEERING DESIGN REQUIREMENTS NOT SUPERINTENDENT AT COMPLETION OF CONSTRUCTION. SUCH SCHEME TO THE SUPERINTENDENT
15. DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE DRAWINGS. LESS THAN 100KPa ALLOWABLE. FILL SHALL ALLOW REACTIVITY 4. ALL TRAFFIC DIVERSION SCHEMES SHALL CONFORM TO THE REQUIREMENTS OF THE
TO BE RECLASSIFIED AS 'CLASS S' TO AS2870-2011. 2. 'WORKS AS CONSTRUCTED' SURVEY IS TO SHOW BUT NOT BE LIMITED TO:
16. STP CONSULTANTS PTY LTD MAY PROVIDE, BY AGREEMENT WITH CERTAIN PARTIES, MATERIALS DEPARTMENT OF MAIN ROADS PUBLICATION 'MANUAL IF UNIFORM TRAFFIC CONTROL DEVICES'.
STORED ELECTRONICALLY. THE PARTIES RECOGNIZE THAT DATA, PLANS, SPECIFICATIONS, AS SIEVE % PASSING · LEVEL AND LOCATION OF RETAINING WALLS, FEATURES, EARTHWORKS AND FINISHED 5. IT IS TO BE CLEARLY UNDERSTOOD THAT THE CONTRACTOR SHALL NOT COMMENCE WORK ON
REPORTS, DOCUMENTS, OR OTHER INFORMATION RECORDED ON OR TRANSMITTED AS 75mm 100% SURFACE LEVELS THE SITE UNTIL THE APPROPRIATE PERMITS HAVE BEEN OBTAINED FROM LOCAL COUNCIL.
ELECTRONIC MEDIA (INCLUDING BUT NOT NECESSARILY LIMITED TO "CAD AND 12D DOCUMENTS") 4.75mm 30 - 100% · LEVEL AND LOCATION OF NEW KERB, KERB AND CHANNEL, CONCRETE INVERT AND KERB COPIES OF THE PERMITS SHALL BE FORWARDED TO THE SUPERINTENDENT AND AN ADDITIONAL
ARE SUBJECT TO UNDETECTABLE ALTERATION, EITHER INTENTIONAL OR UNINTENTIONAL, DUE TO, 0.0075mm 3 - 30% RAMP COPY SHALL BE MAINTAINED ON-SITE.
AMONG OTHER CAUSES, TRANSMISSION, CONVERSION, MEDIA DEGRADATION, SOFTWARE ERROR, 4. SUB-GRADE REPLACEMENT (SUB-BASE 2) · LEVEL AND LOCATION OF ALL DRAINAGE STRUCTURES, PIPES SIZES AND INVERT LEVELS FOR PERMITS SHALL BE OBTAINED FROM THE COUNCIL PRIOR TO:
OR HUMAN ALTERATION. ACCORDINGLY, ALL SUCH DOCUMENTS ARE PROVIDED TO THE PARTIES SUB-BASE 2 MATERIAL SHALL BE ROADBASE MATERIAL OF:- STORMWATER DRAINAGE, SEWERAGE RETICULATION AND WATER RETICULATION a. CROSSING THE KERB WITH HEAVY VEHICLES.
FOR INFORMATIONAL PURPOSES ONLY AND NOT AS AN END PRODUCT OR AS A RECORD MINIMUM CBR: 15% · ANY DETAILS RELATED TO FINAL ROAD TRUNCATION, ROAD WORKS AND SERVICES b. WORKING IN THE ROAD RESERVE.
DOCUMENT. ANY RELIANCE THEREON IS DEEMED TO BE UNREASONABLE AND UNENFORCEABLE. SUB-BASE 2 MINIMUM THICKNESS: 150mm · ANY DETAILS REQUIRED BY THE DEVELOPMENT APPROVAL c. CONNECTION TO A COUNCIL ROAD.
THE SIGNED AND/OR STAMPED HARD COPIES OF THE ENGINEERING DRAWINGS ARE THE ONLY MAXIMUM PARTICLE SIZE: 40mm
MAXIMUM LIQUID LIMIT: 35% 3. AS CONSTRUCTED SURVEY IS TO BE PROVIDED IN .DWG, .PDF AND ADAC FORMATS. d. STORING OF MATERIAL ON THE FOOTPATH OR ROAD.
TRUE CONTRACT DOCUMENTS OF RECORD.
17. IN CASE OF DOUBT, ASK! MAXIMUM PLASTICITY INDEX: 12% e. THE PROVISION OF HOARDING AND GANTRIES
6. IF DAMAGE IS CAUSED TO EXISTING ROADWAYS OR FOOTPATHS BY THE CONTRACTOR, THE
UNLESS OTHERWISE APPROVED BY GEOTECHNICAL ENGINEER.
PLACE CBR 15 MATERIAL TO FINAL COMPACTED THICKNESS OF 150mm COMPACTED TO 98%
PAVEMENT MARKING AND SIGNAGE NOTES DAMAGED SECTIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTORS COST TO THE
EROSION AND SEDIMENT CONTROL NOTES: STANDARD MAXIMUM DRY DENSITY IN ACCORDANCE WITH AS 1289. 1. PRIOR TO COMMENCEMENT OF WORKS THE CONTRACTOR IS TO IDENTIFY AND BE SATISFIED OF ENTIRE SATISFACTION OF THE SUPERINTENDENT. IN THE EVENT THAT THE CONTRACTOR FAILS TO
5. EXTERNAL FOOTPATHS & SLABS THE CORRECT LOCATION OF ALL EXISTING SERVICES WHETHER INDICATED OR NOT ON THE MAKE ANY NECESSARY REPAIRS, OR THE COUNCIL MOVES TO RECOVER THE COST OF ANY
1. THE CONTRACTOR SHALL PREPARE AN EROSION AND SEDIMENT CONTROL PLAN AND SUBMIT TO
PROVIDE WATERPROOF DAMP COURSE 0.2µ VAPOUR BARRIER ON 50MM SAND BED & 150MM PLANS. ANY DAMAGE TO EXISTING SERVICES IS TO BE RECTIFIED AT THE CONTRACTOR'S REPAIRS FORM THE PRINCIPAL, THE PRINCIPAL SHALL BE EMPOWERED, ON THE CERTIFICATION
THE SUPERINTENDENT PRIOR TO UNDERTAKING ANY WORKS ON SITE. OF THE SUPERINTENDENT AS OFTEN AS THE SAME SHALL HAPPEN, TO DEDUCT FROM MONIES, OR
SUB-BASE 2 IF SUBJECT TO LIGHT VEHICLE TRAFFIC. EXPENSE.
2. DEVICES TO BE PLACED BY A BUILDER TO SUIT STAGE OF WORKS & COMPLIANCE WITH THE BEST 2. ALL PAVEMENT MARKING, SIGNAGE AND RETROREFLECTIVE RAISED PAVEMENT MARKERS (RRPM) WHICH MAY BECOME DUE, TO THE CONTRACTOR THE AMOUNT PAID IN SUCH CASES TO THE
PRACTICE GUIDELINES AND IECA STANDARDS. 6. CUT MATERIAL
ALL CUT AREAS ARE TO BE COMPACTED TO 100% COMPACTION. ALL EXCESS CUT TO BE IN ACCORDANCE WITH THE TMR AND AS 1742 MANUAL FOR UNIFORM TRAFFIC CONTOUR COUNCIL.
3. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES SHALL BE COMPLETED AND EFFECTIVE DEVICES. 7. ALL OTHER PERMITS REQUIRED TO COMPLETE THE WORKS FROM BUT NOT LIMITED TO THE
MATERIAL,TOPSOIL, DEBRIS AND WASTE TO BE REMOVED FROM SITE.
PRIOR TO : 7. CUT AND FILL 3. GUIDE POSTS TO BE IN ACCORDANCE WITH THE TMR AND AS 1742 MANUAL FOR UNIFORM TRAFFIC QUEENSLAND POLICE SERVICE, QUEENSLAND FIRE AND RESCUE AUTHORITY AND QUEENSLAND
- STRIPPING OF TOPSOIL AND GRASS IS THE RESPONSIBILITY OF THE EARTHWORKS CONTRACTOR WHO IS TO PROVIDE COMPACTION CONTROL DEVICES. AMBULANCE SERVICE SHOULD BE OBTAINED BY THE CONTRACTOR.
- BULK EARTHWORKS TO THE SITE CERTIFICATION BY A SUITABLY QUALIFIED AND EXPERIENCED GEOTECHNICAL ENGINEER THAT 4. FOR SIGNAGE AND ASSEMBLY DETAILS REFER TMR STANDARD DWG. 8. ANY ASSOCIATED FEES WITH OBTAINING THE REQUIRED PERMITS SHALL BE PAID BY THE
- SERVICE INSTALLATION THE WORKS HAVE BEEN COMPLETED TO THE REQUIRED LEVEL. 5. STREET NAME SIGNS SHALL BE TO LOCAL GOVERNMENT STANDARDS. CONTRACTOR AND INCLUDED IN THE LUMP SUM GENERALLY.
PROVIDE SUB-BASE AS DETAILED IN NOTES ABOVE. 6. FOR ROADWORK DELINEATOR DETAILS REFER TMR STANDARD DWG. 9. WHENEVER WORK UNDER THIS CONTRACT ABUTS ON EXISTING ROADS, THE CONNECTION
4. ALL SEDIMENT MANAGEMENT DEVICES ARE TO REMAIN IN PLACE UNTIL COMPLETION OF WORKS.
EARTHWORKS UNDER PROPOSED STRUCTURES TO BE TO THE STRUCTURAL ENGINEERS 7. EXISTING PAVEMENT MARKING ARE TO BE REMOVED BY GRINDING. THERETO SHALL BE NEAT, SMOOTH AND WORKMANLIKE AND TO THE SUPERINTENDENTS
5. BOTH TEMPORARY AND PERMANENT SEDIMENT MANAGEMENT DEVICES SHALL BE MAINTAINED AT SATISFACTION.
SPECIFICATIONS. REFER TO STRUCTURAL ENGINEERS DETAILS FOR SAFE BEARING CAPACITY 8. LONGITUDINAL LINE MARKING SHALL BE DULUX A1 SOLVENT BASED PAVEMENT MARKING OR
A SUITABLE LEVEL/CONDITION THROUGHOUT CONSTRUCTION. SEDIMENT FENCES ARE TO BE APPROVED EQUIVALENT. TRANSVERSE LINE MARKING SHALL BE THERMOPLASTIC OR APPROVED
CLEANED WHEN CAPACITY IS REDUCED BY 30%. REQUIREMENTS.
6. IF EROSION AND SEDIMENT CONTROL DEVICES HAVE BEEN FOUND TO BE DEFECTIVE OR FAILED IN
8. GEOTECHNICAL INSPECTIONS AND TEST CERTIFICATES
9.
EQUIVALENT.
PEOPLE WITH DISABILITY PARKING SPACE, SYMBOLS, BOLLARDS AND SHARED SPACE TO BE IN
REQUIRED HOLD POINT INSPECTIONS
THE GEOTECHNICAL ENGINEER SHALL PROVIDE ALL SERVICES AS REQUIRED TO SATISFY LEVEL 1
SERVICE, DUE TO UNFORESEEN CIRCUMSTANCES, CORRECTIVE ACTION IS TO BE UNDERTAKEN ACCORDANCE WITH AS2890. CONTRACTOR IS REQUIRED TO COMPLETE ALL HOLD POINT INSPECTIONS. FAILURE TO DO SO WILL
SUPERVISION AS SPECIFIED IN SECTION B OF AS 3798.
IMMEDIATELY. WHERE THE GEOTECHNICAL ENGINEER IS NOT APPOINTED BY THE PRINCIPAL. THE CONTRACTOR 10. ALL LINE MARKING SUBJECT TO PEDESTRIAN TRAFFIC SHALL MEET THE MINIMUM PENDULUM OR RESULT IN NON-ISSUANCE OF FORM 12. REQUIRED HOLD POINT INSPECTIONS LISTED BELOW:
SHALL BE RESPONSIBLE FOR APPOINTING THE GEOTECHNICAL ENGINEER AND ORGANISING THE RAMP RECOMMENDATIONS IN THE PEDESTRIAN SURFACES NOTES. · PRE-START MEETING
EXISTING SERVICES NOTES: COMPACTION TESTS. THE COST OF THESE SHALL BE ALLOWED FOR BY THE CONTRACTOR. · SUBGRADE PROOF-ROLL INSPECTION
1. THE CONTRACTOR IS MAKE THEMSELVES FULLY AWARE OF ALL EXISTING SERVICES, FOR TEST CERTIFICATES ON THE FILL MATERIAL SHALL BE SUPPLIED TO THE SUPERINTENDENT FOR PEDESTRIAN SURFACES NOTES · PRE-SEAL INSPECTION
APPROVAL PRIOR TO THE USE OF THE FILL MATERIAL · STORMWATER PRIOR TO BACKFILL INSPECTION
EXAMPLE DIAL BEFORE YOU DIG TO BE CONTACTED FOR THE LOCATION OF EXISTING PUBLIC 1. ALL SURFACES SUBJECT TO PEDESTRIAN TRAFFIC SHALL MEET THE MINIMUM PENDULUM OR
9. SERVICES · RETAINING WALL FOUNDATION REINFORCEMENT INSPECTION (IF APPLICABLE)
UTILITIES PRIOR TO EXCAVATION. PRIOR TO THE COMMENCEMENT OF WORKS THE CONTRACTOR IS TO IDENTIFY AND BE SATISFIED RAMP RECOMMENDATIONS CONTAINED IN TABLE 3 OF AUSTRALIAN STANDARD HANDBOOK
2. THE ALIGNMENT & LEVEL OF EXISTING SERVICES SHOWN ON THIS DRAWING HAS BEEN COMPILED HB197:1999 - AN INTRODUCTORY GUIDE TO THE SLIP RESISTANCE OF PEDESTRIAN SURFACE
· PRE-BACKFILL INSPECTION
OF THE CORRECT LOCATIONS OF ALL EXISTING SERVICES WHETHER INDICATED OR NOT ON THE · PRACTICAL COMPLETION
FROM SURVEY DATA & COUNCIL RECORDS & IS INDICATIVE ONLY. PRIOR TO COMMENCING PLANS. ANY DAMAGE TO EXISTING SERVICES IS TO BE RECTIFIED AT THE CONTRACTORS MATERIALS. COMPLIANCE WITH THE RECOMMENDATIONS SHALL BE VERIFIED BY TESTING TO
CONSTRUCTION OR ORDERING ANY MATERIALS THE CONTRACTOR IS TO CONFIRM THE EXPENSE. EITHER:- AS/NZS 4586:2004 - SLIP RESISTANCE CLASSIFICATIONS OF NEW PEDESTRIAN SURFACE
ALIGNMENT & LEVEL OF ALL SERVICES AFFECTED BY THE PROPOSED WORKS. 10. EARTHWORKS VOLUMES MATERIALS, OR AS/NZS 4663:2004 - SLIP RESISTANCE MEASUREMENT OF EXISTING PEDESTRIAN
3. WHILE DUE CARE IS TAKEN BY STP CONSULTANTS IN CONFIRMING THE LOCATION OF EXISTING ALL VOLUMES PROVIDED EXCLUDE ANY COMPACTION OR BULKING FACTORS. SURFACES AS APPROPRIATE IN BOTH INSTANCES COMPLIANCE SHALL BE DEMONSTRATED BY
SERVICES IT IS THE CONTRACTORS RESPONSIBILITY TO CONFIRM THESE SERVICE LOCATIONS. IN ALL VOLUMES PROVIDED EXCLUDE LANDSCAPE TOPSOIL REQUIREMENTS, DETAILED EXCAVATION, APPLYING CLAUSE 5.3 - MEANS OF DEMONSTRATING COMPLIANCE OF AS/NZS 4586:2004 - SLIP
SOME INSTANCES SERVICES MAY BE OMITTED FROM THE DRAWINGS. FOOTING AND TRENCHING REQUIREMENTS. RESISTANCE CLASSIFICATION OF NEW PEDESTRIAN SURFACE MATERIALS.
ALL VOLUMES PROVIDED ARE INDICATIVE AND ARE TO BE CONFIRMED ON SITE BY THE
4. A REPRESENTATIVE FOR EACH SERVICE PROVIDER TO BE PRESENT ON SITE WHEN WORKING 2. IN GENERAL, THE CLASSIFICATION OF A SURFACING MATERIAL OR FINISH SHALL BE MADE ON A
CONTRACTOR.
WITHIN 3.0m OF EACH SERVICE IF THE SERVICES ARE PUBLIC ASSET SERVICES. 11. EROSION CONTROL WORST CASE BASIS AS DETERMINED BY PENDULUM TESTING USING BOTH THE FOUR S AND TRL
5. SHOULD INVERT LEVELS OR LOCATION OF ANY SERVICE CONNECTION POINTS DIFFER TO THAT REFER TO EROSION AND SEDIMENT CONTROL PLAN AND NOTES FOR DETAILS. RUBBER SLIDER. WHERE ADDITIONAL TEST RESULTS ARE AVAILABLE (OIL -WET RAMP, WET/
INDICATED ON THE DRAWINGS THEN THE SUPERVISING ENGINEER SHALL BE NOTIFIED ALL DISTURBED GROUND IS TO BE GRASS SEEDED AND HYDROMULCHED TO ENSURE THAT ALL BAREFOOT RAMP) THESE MAY BE TAKEN INTO CONSIDERATION.
IMMEDIATELY. EXPOSED AREAS ARE STABILISED WITHIN ONE MONTH OF BEING DISTURBED. ALL BATTERS 3. ALL PITS, STRUCTURES AND INLETS WITHIN A PEDESTRIAN TRAFFIC AREA ARE TO HAVE HEEL
6. ANY WORK ON EXISTING SERVICES THAT REQUIRE RELOCATION SHALL BE CARRIED OUT BY THE STEEPER THAN 1V:6H ARE TO BE TOPSOILED AND TURFED U.N.O. PROOF, NON-SLIP, BOLT DOWN LIDS.
RELEVANT AUTHORITY SHALL BE CO-ORDINATED BY THE CONTRACTOR. CONTRACTOR TO OBTAIN
REQUIRED APPROVALS FROM THE RELEVANT AUTHORITY.
DILAPIDATION SURVEY EXCAVATION OF TRENCHES, SHORING AND LIABILITY FOR
SAFETY NOTE 1. CONTRACTOR SHALL ARRANGE A FULL DILAPIDATION CONDITION REPORT (AT BUILDERS COST_ DAMAGE
FOR THE FOLLOWING EXISTING BUILDINGS PRIOR TO UNDERTAKING ANY DEMOLITION AND CIVIL
STP CONSULTANTS RECOGNIZES THE IMPORTANCE OF OCCUPATIONAL HEALTH AND SAFETY. HOWEVER, EARTHWORKS 1. THE CONTRACTOR SHALL SUPPLY AND DISPLAY ON SITE OF WORKS, ALL APPROPRIATE
STP CONSULTANTS HAS NOT BEEN ENGAGED TO DEVELOP, CHECK, SUPERVISE OR CONTROL WORKERS ALL EXISTING STRUCTURES WITHIN 5m OF PROPOSED WORKS INCLUDING COUNCIL NOTIFICATION SIGNS AND SAFETY MARKING APPLICABLE FOR A CONSTRUCTION SITE IN
OR METHODS OF WORK. STP CONSULTANTS DOES NOT HAVE THE CAPACITY OR AUTHORITY TO ACCORDANCE WITH ALL REQUIRED REGULATORY GUIDELINES AND LEGISLATION.
STORMWATER INFRASTRUCTURE
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL TRENCH
CONTROL WORKERS OR METHODS OF WORK. NOTHING IN THESE DESIGNS SHOULD BE INTERPRETED AS EXCAVATION IS CARRIED OUT IN ACCORDANCE WITH THE MINES REGULATION ACTS, THE
GOING BEYOND THE STRUCTURAL INTEGRITY OF THE SUBJECT MATTER OF THE DESIGNS AND THEY 2. UPON COMPLETION THE CONTRACTOR SHALL PREPARE A FINAL DILAPIDATION SURVEY IF ANY WORKPLACE HEALTH AND SAFETY ACT 2011.
SHOULD NOT BE USED AS AN INDICATOR OF THE APPROPRIATE METHODS OF WORK ON, IN OR AROUND DAMAGE IS CAUSE TO THE EXISTING BUILDINGS THE CONTRACTOR SHALL ARRANGE FOR 3. DURING THE EXCAVATION, ET CETERA AND CONSTRUCTION OF THE WORKS OF THE CONTRACT,
THE SUBJECT MATTER. CONCERNS ABOUT THE CONDUCT OF WORKERS OR METHODS OF WORK SHOULD APPROPRIATE REPAIR AT FULL COST THE CONTRACTOR IS TO ADOPT EVERY PRECAUTION AND PROVIDE ALL MATERIALS, LABOUR, ET
BE RAISED WITH THE APPROPRIATE SAFETY OFFICIAL ON SITE. CETERA AND CAREFULLY EXECUTE AT HIS OWN COST WHENEVER CONSIDERED NECESSARY BY
MAINTENANCE NOTE THE SUPERINTENDENT AND TO HIS ENTIRE SATISFACTION, STRONG SHORING AND IN SANDY OR
LOOSE SOIL, CLOSE TIMBERING AND OTHER WORK THAT MAYBE REQUIRED TO PREVENT EARTH
1. CONTRACTOR TO ATTEND ON-MAINTENANCE INSPECTION WITH ENGINEER AND LOCAL COUNCIL
SURVEY
NOTE.
OR OTHER MATERIALS AT SIDES OF EXCAVATION FROM BEING SHAKEN, SLIPPING OR FALLING IN.
OFFICERS IF REQUIRED. 4. THE CONTRACTOR SHALL ENSURE THAT ALL TRENCHES OVER 1.5m IN DEPTH ARE SHORED IN
1. ALL LEVELS ARE TO BE TO A.H.D LEVEL DATUM. REFER TO SURVEY DRAWING No. 200070-005-VER 2. SUCH MAINTENANCE SHALL BE CARRIED OUT IN ACCORDANCE WITH THE PROVISIONS OF THE ACCORDANCE WITH THE REQUIREMENTS OF THE WORKPLACE HEALTH AND SAFETY ACT 2011.
GENERAL CONDITIONS OF CONTRACT WITH RESPECT TO MAKING GOOD DEFECTS AND OTHER WHERE APPROVED BY OFFICERS OF THE DIVISION OF OCCUPATIONAL SAFETY, TRENCHES MAY BE
DISCLAIMER FAULTS DUE TO FAULTY REPAIR AND/OR WORKMANSHIP AND SHALL INCLUDE CLEANING UP AND BATTERED BACK, THE ABSOLUTE MAXIMUM SLOPE OF THE BATTER IS TO BE FORTY-FIVE (45)
ST
WHILST EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THE INFORMATION PROVIDED IN THIS DRAWING/DESIGN WAS REPAIR DUE TO STORM DAMAGE.
ACCURATE AT THE TIME IT WAS COMPILED, AS PART OF THE LOCAL COUNCILS "AS CONSTRUCTED" RECORDS, IT REMAINS THE DEGREES FROM THE HORIZONTAL FROM A POINT 1.5m MAXIMUM ABOVE THE BOTTOM OF THE
RESPONSIBILITY OF PROPERTY OWNERS AND THEIR CONTRACTORS, SUB-CONTRACTORS, EMPLOYEES, SERVANTS AND AGENTS 3. THE DEFECTS LIABILITY PERIOD FOR MINOR DEFECTS SHALL BE 12 MONTHS FROM THE DATE OF TRENCH. THE ACTUAL MAXIMUM BATTER SLOPE IS TO BE DETERMINED AFTER INSPECTION OF THE
AS APPROPRIATE IN THE CIRCUMSTANCES TO MAKE ALL REASONABLE EFFORTS TO ASCERTAIN THE PRECISE LOCATION OF PRACTICAL COMPLETION OR DATE WORKS ARE ACCEPTED ON MAINTENANCE BY LOCAL COUNCIL, STABILITY OF THE TRENCH.
ST
EXISTING INFRASTRUCTURE INCLUDING WATER MAINS, SEWERS AND DRAINS BEFORE UNDERTAKING EXCAVATION OR WHICHEVER OCCURS LAST.
CONSTRUCTION WORK. 5. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE SHOULD AN ACCIDENT OCCUR OR DAMAGE
USERS OF THE INFORMATION SHOULD BE AWARE THAT SINCE THE ORIGINAL RECORDING OF THE DEPTHS IN RELATION TO
4. THE DEFECTS LIABILITY PERIOD FOR MAJOR DEFECTS OR STRUCTURAL FAILURE SHALL BE SEVEN TO PROPERTY RESULT FROM THE CONTRACTORS WORK AND SHALL RESTORE SAME AT HIS OWN
GROUND LEVELS, CHANGES MAY HAVE OCCURRED AS A RESULT OF SUBSEQUENT WORK OR ACTIVITIES INVOLVING FILLING OR YEARS FROM THE DATE OF PRACTICAL COMPLETION OR DATE WORKS ARE ACCEPTED ON COST.
MAINTENANCE BY LOCAL COUNCIL, WHICHEVER OCCURS LAST.
o
EXCAVATION. CONSEQUENTLY, THE LOCAL GOVERNMENT AUTHORITY AND STP CONSULTANTS TAKES NO RESPONSIBILITY FOR 6. THE CONTRACTOR SHALL ENSURE THAT ALL TRENCHES IN UNSUITABLE MATERIAL ARE SHORED
ANY APPARENT ERROR OR INACCURACIES THAT ARE SHOWN TO EXIST AS AT THE DATE INFORMATION WAS PROVIDED OR AT A 5. CONTRACTOR TO ATTEND OFF-MAINTENANCE INSPECTION WITH ENGINEER AND LOCAL COUNCIL
LATER DATE. OR SHIELDS ARE USED DURING PIPE LAYING OPERATIONS. AT ALL TIMES WHEN TRENCHES AND
OFFICERS AFTER TWELVE MONTH DEFECTS LIABILITY PERIOD.
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THE ABOVE ALSO APPLIES TO LOCATION AND DEPTH OF ALL OTHER PUBLIC UTILITIES. EXCAVATIONS ARE OPEN AND THE CONTRACTOR AND HIS EMPLOYEES ARE NOT IN ATTENDANCE
THE TRENCHES SHALL BE BARRICADED. THIS SHALL APPLY PARTICULARLY TO MANHOLES AND
DIAL BEFORE YOU DIG TO BE CONTACTED CHAMBERS PRIOR TO AND DURING CONSTRUCTION.
O
FOR THE LOCATION OF EXISTING PUBLIC 7. TRENCH WIDTHS SHALL CONFORM TO INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALIA
UTILITIES PRIOR TO EXCAVATION QUEENSLAND DIVISION INC. STANDARD DRAWINGS AND BE OF WIDTH TO SUIT NUMBER OF
SERVICES.
ST
8. DEPTHS TO PIPE INVERTS SHOWN ON JOB DRAWINGS SHALL BE INCREASED TO ALLOW FOR
BEDDING. PIPE BEDDING REQUIREMENTS VARY WITH STRATA AND MUST COMPLY WITH THE
REQUIREMENTS OF THE RELEVANT STANDARD PLANS AND SPECIFICATION.
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D AS S A o
IN ASSO IATION WIT OOLLA CONSTRUCTIONS CIVIL
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B OPERATIONAL OR S ISSUE DCZ E 04 0 24 D N
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A PRELI INARY HJD E 2 0 24 OZCARE NOOSA D J N Jo N . D No. R o
THIS DRAWING IS COPYRIGHT © DO NOT
R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C101 B
A o SIZE. THIS DRAWING IS NOT TO BE USED FOR
D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS PROJECT NOTES - SHEET 1 R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
Section 30
CONCRETE NOTES 11. CONTINUED 24. TOP STEEL HAS MAIN BARS OR WIRES ON TOP. BOTTOM STEEL HAS MAIN BARS OR
1. BUILDER TO ENSURE CONCRETE MATERIAL AND QUALITY BY THE CONCRETE WIRES ON BOTTOM.
SUPPLIER TO BE IN ACCORDANCE WITH RELEVANT CODES AND REGULATIONS. 25. UNLESS NOTED OTHERWISE BAR LAPS SHALL BE:
2. ALL CONCRETE WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE FOLLOWING
CODES, UNLESS SPECIFICALLY VARIED BY
THE CONTRACT DOCUMENTS.
- AS2870 - RESIDENTIAL SLABS AND FOOTINGS (IF APPLICABLE).
- AS3600 - CONCRETE STRUCTURES.
- AS3610 - FORMWORK FOR CONCRETE.
- AS/NZS 4671 - STEEL REINFORCING MATERIALS.
3. PROVIDE THE ENGINEER WITH AT LEAST 48 HOURS NOTICE OF REINFORCEMENT
BEING READY FOR INSPECTION. NO CONCRETE IS TO BE POURED WITHOUT
INSPECTION.
4. THE CHARACTERISTIC COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS (f’c)
SHALL BE AS FOLLOWS:
LAPPED SPLICING NOT PERMITTED FOR N40 BARS. SPLICES SHALL BE ACHIEVED BY USE OF
MECHANICAL COUPLERS.
26. ALL STARTER BARS TO REINFORCED CONCRETE WALLS, COLUMNS AND ALL
MASONRY WALLS AND PIERS ARE TO BE TIED INTO THE FOOTING REINFORCEMENT.
27. NO CONSTRUCTION OR EXPANSION JOINTS ARE PERMITTED UNLESS SHOWN ON
DRAWINGS.
28. CONCRETE TESTING RESULTS TO BE PROVIDED AT 1 TEST PER 50m3 WITH A
5. NO ADDITIVES SHALL BE ADDED OR APPLIED TO THE CONCRETE MIX WITHOUT THE
MINIMUM OF 1 TEST PER DAY.
APPROVAL OF THE ENGINEER.
29. ALL TRAFFICABLE CONCRETE SLABS SHALL BE BROOM FINISHED PERPENDICULAR
6. THE MAXIMUM PERMISSIBLE TRANSPORT TIME FOR CONCRETE BETWEEN BATCHING
TO TRAFFIC FLOW. FOR SLABS WITH FALLS OF GREATER THAN 1 IN 10 (10%) USE
AND PLACEMENT ON SITE SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE:
HEAVY DUTY BROOM FINISH.
30. WHERE SERVICE PIPES PENETRATE CONCRETE ELEMENTS, PROVISION SHOULD BE
MADE TO ALLOW FOR MOVEMENT OF THE ELEMENT.
12. ALL CONCRETE SHALL BE VIBRATED IN ACCORDANCE WITH AS3600.
13. SIZES SHOWN ARE STRUCTURAL SIZES AND DO NOT INCLUDE APPLIED FINISHES.
14. REINFORCEMENT IS SHOWN DIAGRAMMATICALLY AND NOT IN TRUE PROJECTION.
15. NO CHASES OR HOLES OTHER THAN THOSE SHOWN ON THE STRUCTURAL
DRAWINGS WILL BE PERMITTED IN CONCRETE MEMBERS WITHOUT PRIOR
APPROVAL OF THE ENGINEER
7. THE EXPOSURE CLASSIFICATION FOR INDIVIDUAL CONCRETE ELEMENTS IS AS
16. FORMWORK FINISHES AND FINISH CLASS AS PER THE ARCHITECT'S SPECIFICATION.
FOLLOWS:
17. WELDING OF REINFORCEMENT WILL NOT BE PERMITTED WITHOUT APPROVAL FROM
ENGINEER.
18. ALL CONCRETE SHALL BE MECHANICALLY VIBRATED. VIBRATORS SHALL NOT BE
USED TO SPREAD CONCRETE.
19. STRIPPING OF FORMWORK SHALL BE AS PER THE FOLLOWING:
8. CURING REQUIREMENTS:
°C ° ° ° °
9. COVER REQUIREMENTS:
20. STRIPPING OF FORMWORK AND REPROPPING OF SUSPENDED SLABS AND BEAMS
SHALL BE CARRIED OUT PROGRESSIVELY SO THAT AT NO STAGE IS THE SLAB OR
BEAM UNSUPPORTED UNTIL IT IS PERMITTED TO FULLY REMOVE ALL PROPPING.
21. IN MULTISTORY CONSTRUCTION, PROPS SHALL BE LOCATED IN THE SAME POSITION
ON EACH FLOOR SO THAT THEY WILL BE CONTINUOUS IN THEIR SUPPORT FROM
FLOOR TO FLOOR. WHERE THE NUMBER OF PROPS ON A FLOOR IS REDUCED, THE
REMAINING PROPS SHALL BE LOCATED DIRECTLY UNDER PROPS ON THE FLOOR
10. CURING SHALL BE EFFECTED BY USE OF AN APPROVED CURING COMPOUND WHICH
ABOVE.
SHALL BE APPLIED TO ALL CONCRETE SURFACES WHERE VISIBLE IMMEDIATELY ONCE
22. SPLICES IN REINFORCEMENT TO BE MADE IN PLACES SHOWN OR APPROVED IN ALL
CONCRETE IS HARD AND TO ALL FORMED SURFACES IMMEDIATELY AFTER FORMS
CASES. GENERALLY AT THE MIDSPAN FOR TOP STEEL AND NEAR SUPPORTS FOR
ARE REMOVED, EXCEPT WHERE AN APPLIED FINISH IS TO BE USED. THE CURING
BOTTOM STEEL. IN ALL CASES THE LAP LENGTH SHALL BE AS PER NOTE 25.
COMPOUND SHALL THEN BE TAKEN OUT BY MAINTAINING THE SURFACE IN A MOIST
23. SL72, RL918 etc INDICATES REINFORCING FABRIC CONFORMING TO AS/NZS 4671. LAP
CONDITION. OTHER CURING METHODS SHALL BE APPROVED IN WRITING BY THE
LENGTHS SHALL BE:
ENGINEER PRIOR TO USE.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEASURING AND RECORDING THE
AIR TEMPERATURE, RELATIVE HUMIDITY, CONCRETE TEMPERATURE AND WIND
VELOCITY (MEASURED 1m ABOVE THE AS PLACED CONCRETE) AT THE TIME OF
CONCRETE PLACEMENT AND CONTINUE UNTIL CURING HAS COMMENCED. THIS
INFORMATION SHALL BE USED IN CONJUNCTION WITH FIGURE 1 TO DETERMINE THE
RATE OF EVAPORATION OF WATER FROM THE FRESHLY PLACED CONCRETE AND
UNPROTECTED SURFACE OF THE CONCRETE. THE RATE OF EVAPORATION SHALL BE
MONITORED BY THE CONTRACTOR UNTIL SUCH TIME AS CURING COMMENCES.WHEN
THE VALUE OF THE RATE OF EVAPORATION AS DETERMINED FROM FIGURE 1 EXCEED
NOTE.
0.5kg/m2 PER HOUR, THE CONTRACTOR SHALL TAKE PRECAUTIONS TO MINIMISE
EVAPORATION MOISTURE LOSSES SUCH AS THE APPLICATION OF ALIPHATIC
ALCOHOL BASED EVAPORATIVE RETARDING COMPOUND. PLASTIC SHRINKAGE OR
DRYING CRACKING IS LIKELY TO OCCUR WHEN SITE CONDITIONS GIVE AN
ST
EVAPORATION RATE OF 1kg/m2 PER HOUR. THEREFORE, PRECAUTIONS ARE
RECOMMENDED WHEN THE EVAPORATION RATE IS LIKELY TO EXCEED 0.5kg/m2 PER
ST
HOUR. THE APPLICATION OF ALIPHATIC ALCOHOL, WHEN REQUIRED, IS TO BE
APPLIED IMMEDIATELY AFTER THE INITIAL SCREENING AND WHILE THERE IS BLEED
WATER STILL PRESENT ON THE SURFACE. REPEATED APPLICATIONS MAY BE
o
NECESSARY. THE APPLICATION OF THE ALIPHATIC ALCOHOL SHALL BE IMPLEMENTED
Noo
IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS. DETAILS OF THE
PRODUCT AND ITS APPLICATION PROCEDURE SHALL BE SUBMITTED TO THE
O
ENGINEER FOR REVIEW NOT LESS THAN 4 WEEKS PRIOR TO THE COMMENCEMENT OF
PLACEMENT. THE CONCRETE SHALL NOT BE PLACED IN WEATHER WITH
TEMPERATURES EXCEEDING 32°C.
ST
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B OPERATIONAL OR S ISSUE DCZ E 04 0 24 D N
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A PRELI INARY HJD E 2 0 24 OZCARE NOOSA D J N Jo N . D No. R o
THIS DRAWING IS COPYRIGHT © DO NOT
R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C102 B
A o SIZE. THIS DRAWING IS NOT TO BE USED FOR
D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS PROJECT NOTES - SHEET 2 R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
Section 31
LOT 147
NPW889
ET RE
MH MH
R ST YA
COO
MH
H
LOT 9
SP225312 H
MH
H
MH
LOT 127
DE O.
SP276620
LEVEL DATU
ST
ST
o
LOT 128 EXISTING SERVICES EXISTING LEVELS
Noo
SP276620
O
ST
o
ST
C TREE RE OVAL ADDED AS E 22 0 24 D AS S A o
IN ASSO IATION WIT OOLLA CONSTRUCTIONS CIVIL
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B OPERATIONAL OR S ISSUE DCZ E 04 0 24 D N A1
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A PRELI INARY HJD E 2 0 24 OZCARE NOOSA D J N 1 500 0 5 10 15 20 25 Jo N . D No. R o
THIS DRAWING IS COPYRIGHT © DO NOT
R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C103 C
A o SIZE. THIS DRAWING IS NOT TO BE USED FOR
D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS DE OLITION PLAN TREE RE OVAL PLAN R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
Section 32
REETST
COOYAR
MH
MH
MH
H
H
LOT 9
SP225312
H
MH
LOT 127
SP276620
MH
GA.
LEVEL DATU
ST
ST
o
EXISTING SERVICES EXISTING LEVELS
Noo
O
LOT 128
SP276620
ST
o
ST
C HARDSTAND A E DED AS E 22 0 24 D AS S A o
IN ASSO IATION WIT OOLLA CONSTRUCTIONS CIVIL
o D A Do
B OPERATIONAL OR S ISSUE DCZ E 04 0 24 D N A1
o
A PRELI INARY HJD E 2 0 24 OZCARE NOOSA D J N 1 500 0 5 10 15 20 25 Jo N . D No. R o
THIS DRAWING IS COPYRIGHT © DO NOT
R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C104 C
A o SIZE. THIS DRAWING IS NOT TO BE USED FOR
D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS ENERAL ARRAN E ENT PLAN R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
Section 33
STREET
COOYAR
MH
MH
MH
H
H
LOT 9
SP225312
H
MH
LOT 127
SP276620
MH
EWS.
LEVEL DATU
ST
ST
o
EXISTING SERVICES EXISTING LEVELS
Noo
O
LOT 128
SP276620
ST
o
ST
C REVISED HARDSTAND AS E 22 0 24 D AS S A o
IN ASSO IATION WIT OOLLA CONSTRUCTIONS CIVIL
o D A Do
B OPERATIONAL OR S ISSUE DCZ E 04 0 24 D N A1
o
A PRELI INARY HJD E 2 0 24 OZCARE NOOSA D J N 1 500 0 5 10 15 20 25 Jo N . D No. R o
THIS DRAWING IS COPYRIGHT © DO NOT
R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C201 C
A o SIZE. THIS DRAWING IS NOT TO BE USED FOR
D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS EARTH OR S STRIPPIN PLAN R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
Section 34
MH
MH
MH
H
H
H
MH
MH
LEVEL DATU
DIRTY WATER NOTE
EW .
ST
ST
o
EXISTING SERVICES EXISTING LEVELS
Noo
O
ST
o
ST
C REVISED HARDSTAND AS E 22 0 24 D AS S A o
IN ASSO IATION WIT OOLLA CONSTRUCTIONS CIVIL
o D A Do
B OPERATIONAL OR S ISSUE DCZ E 04 0 24 D N A1
o
A PRELI INARY HJD E 2 0 24 OZCARE NOOSA D J N 1 500 0 5 10 15 20 25 Jo N . D No. R o
THIS DRAWING IS COPYRIGHT © DO NOT
R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C202 C
A o SIZE. THIS DRAWING IS NOT TO BE USED FOR
D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS EARTH OR S ANA E ENT PLAN R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
Section 35
PL1 330
PL1 340
8
5
1
PL
PL PL1 5 0
1
50
PL1 5 0
05
PL1 5 0
023
PL1 350
PL
PL1
1
PL1 350
PL1
PL1 350
34
PL1 1
0
PL1 31
PL1 330 PL1 303 PL1 20
PL1 24
PL1 2 1
PL1 45
PL1 2 8
PL1 4 0 PL1 510
PL1 534 PL1 2 0
PL1 185
PL1 5 5
PL1 2 0
PL1 20
PL1 45
PL1 480
PL1 0
TO 1 45
PL1 540
TO 1 4 0
PL1
PL1 4
PL1 580 PL1 5 0
28
PL1 32
PL18 430 PL18 0 0
PL18 2
PL1 0
PL18 8
PL18 4 0
PL18 180
PL1 8
PL1 800
PL1 8 4
PL1 810
RD .
LEVEL DATU
ST
PL1 28
PL1 48
ST
o
EXISTING SERVICES EXISTING LEVELS
Noo
O
ST
o
ST
C HARDSTAND A ENDED AS E 22 0 24 D AS S A o
IN ASSO IATION WIT OOLLA CONSTRUCTIONS CIVIL
o D A Do
B OPERATIONAL OR S ISSUE DCZ E 04 0 24 D N A1
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A PRELI INARY HJD E 2 0 24 OZCARE NOOSA D J N 1 100 0 1 2 3 4 5 Jo N . D No. R o
THIS DRAWING IS COPYRIGHT © DO NOT
R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C301 C
A o SIZE. THIS DRAWING IS NOT TO BE USED FOR
D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS INISHED LEVELS PLAN R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
Section 36
J .
LEVEL DATU
ST
ST
o
EXISTING SERVICES EXISTING LEVELS
Noo
O
ST
o
ST
C REVISED HARDSTAND AS E 22 0 24 D AS S A o
IN ASSO IATION WIT OOLLA CONSTRUCTIONS CIVIL
o D A Do
B OPERATIONAL OR S ISSUE DCZ E 04 0 24 D N A1
o
A PRELI INARY HJD E 2 0 24 OZCARE NOOSA D J N 1 100 0 1 2 3 4 5 Jo N . D No. R o
THIS DRAWING IS COPYRIGHT © DO NOT
R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C302 C
A o SIZE. THIS DRAWING IS NOT TO BE USED FOR
D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS CONCRETE JOINTIN PLAN R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
Section 37
MH
MH
MH
H
H
LOT 9
SP225312
H
MH
LOT 127
SP276620
MH
SETO T.
LEVEL DATU
ST
ST
o
EXISTING SERVICES EXISTING LEVELS
Noo
LOT 128
O
SP276620
ST
o
ST
D AS S A o
IN ASSO IATION WIT OOLLA CONSTRUCTIONS CIVIL
o D A Do
B OPERATIONAL OR S ISSUE DCZ E 04 0 24 D N A1
o
A PRELI INARY HJD E 2 0 24 OZCARE NOOSA D J N 1 500 0 5 10 15 20 25 Jo N . D No. R o
THIS DRAWING IS COPYRIGHT © DO NOT
R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C303 B
A o SIZE. THIS DRAWING IS NOT TO BE USED FOR
D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS ACCESS TRAC SETOUT PLAN R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
Section 38
E ISTIN
SUR ACE
A S.
ST
ST
o
Noo
O
ST
o
ST
D AS S 1 100 0 1 2 3 4 5 A o
IN ASSO IATION WIT OOLLA CONSTRUCTIONS CIVIL
o D A Do
B OPERATIONAL OR S ISSUE DCZ E 04 0 24 D N A1
o
A PRELI INARY HJD E 2 0 24 OZCARE NOOSA D J N 1 500 0 5 10 15 20 25 Jo N . D No. R o
THIS DRAWING IS COPYRIGHT © DO NOT
R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C304 B
A o SIZE. THIS DRAWING IS NOT TO BE USED FOR
D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS ACCESS TRAC LON ITUDINAL SECTION R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
Section 39
SE TION.
ST
ST
o
Noo
O
ST
o
ST
D AS S A o
IN ASSO IATION WIT OOLLA CONSTRUCTIONS CIVIL
o D A Do
B OPERATIONAL OR S ISSUE DCZ E 04 0 24 D N
o
A PRELI INARY HJD E 2 0 24 OZCARE NOOSA D J N Jo N . D No. R o
THIS DRAWING IS COPYRIGHT © DO NOT
R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C305 B
A o SIZE. THIS DRAWING IS NOT TO BE USED FOR
D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS ACCESS TRAC CROSS SECTIONS - SHEET 1 R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
Section 40
SE TION.
ST
ST
o
Noo
O
ST
o
ST
D AS S A o
IN ASSO IATION WIT OOLLA CONSTRUCTIONS CIVIL
o D A Do
B OPERATIONAL OR S ISSUE DCZ E 04 0 24 D N
o
A PRELI INARY HJD E 2 0 24 OZCARE NOOSA D J N Jo N . D No. R o
THIS DRAWING IS COPYRIGHT © DO NOT
R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C30 B
A o SIZE. THIS DRAWING IS NOT TO BE USED FOR
D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS ACCESS TRAC CROSS SECTIONS - SHEET 2 R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
Section 41
MH
RD .
LEVEL DATU
ST
ST
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EXISTING SERVICES EXISTING LEVELS
Noo
O
ST
o
ST
D AS S A o
IN ASSO IATION WIT OOLLA CONSTRUCTIONS CIVIL
o D A Do
B OPERATIONAL OR S ISSUE DCZ E 04 0 24 D N A1
o
A PRELI INARY AS E 2 0 24 OZCARE NOOSA D J N 1 100 0 1 2 3 4 5 Jo N . D No. R o
THIS DRAWING IS COPYRIGHT © DO NOT
R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C30 B
A o SIZE. THIS DRAWING IS NOT TO BE USED FOR
D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS PROPOSED CROSSIN S LAYOUT DETAILS PLAN R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
Section 42
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PL15.178
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C:\Users\aaron\DC\ACCDocs\STP Consultants\STP24-0253 Ozcare Noosa\Project Files\STP-Civil\STP24-0253-RDP.dwg
LEVEL DATUM
EXISTING SERVICES EXISTING LEVELS
Client: Design AS Scale 1:100 0 1 2 3 4 5m Approved:
IN ASSOCIATION WITH WOOLLAM CONSTRUCTIONS CIVIL
B OPERATIONAL WORKS ISSUE DCZ KEM 22.07.24 Drawn NP A1
Project:
A OPERATIONAL WORKS ISSUE DCZ KEM 04.07.24 OZCARE NOOSA Date JUN 2024 1:200 0 2 4 6 8 10 m Job Number. Drawing No. Revision
THIS DRAWING IS COPYRIGHT © DO NOT
Rev Description By Appd Date 80 COOYAR STREET, NOOSA HEADS Checked KEM SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C308 B
Approved SIZE. THIS DRAWING IS NOT TO BE USED FOR
Drawing Title: KEM CONSTRUCTION UNLESS THE APPROVED
AMENDMENTS PROPOSED PASSING LANE & END OF FIRE TRACK LAYOUT PLAN RPEQ No. 09053 SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
Section 43
REETST
COOYAR
MH
MH
MH
H
H
LOT 9
SP225312
H
MH
LOT 127
SP276620
MH
SES .
LEVEL DATU
ST
ST
o
EXISTING SERVICES EXISTING LEVELS
Noo
O
LOT 128
SP276620
ST
o
ST
C REVISED HARDSTAND AS E 22 0 24 D AS S A o
IN ASSO IATION WIT OOLLA CONSTRUCTIONS CIVIL
o D A Do
B OPERATIONAL OR S ISSUE DCZ E 04 0 24 D N A1
o
A PRELI INARY ISSUE HJD E 2 0 24 OZCARE NOOSA D J N 1 500 0 5 10 15 20 25 Jo N . D No. R o
THIS DRAWING IS COPYRIGHT © DO NOT
R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C 01 C
A o SIZE. THIS DRAWING IS NOT TO BE USED FOR
D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS SOIL EROSION SEDI ENT CONTROL - CONSTRUCTION PHASE R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
The text continues on section 44.
Used in these records
STP24-0253 Application for Operational Works Fire Trail - 80 Cooyar Street Noosa Heads.pdfRelated documentApplication case desk ↗
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