| Address of Site: | 175 DUTTON RD PINKENBA QLD 4008 |
| Real Property Description of Site: | L2 RP.154348 |
| Aspects of development and type of approval: | DA - PA - Operational Work Development Permit - Bulk Earthworks DA - PA - Material Change of Use Development Permit - warehouse |
| Council File Reference: | A006981833 Permit Reference Number/s: DAOW416756221; DAMC416756121. |
| Package Status: | APPROVED - Version 2 (11th of June, 2026 5:31:06 PM) |
| Package Generated: | 11/06/2026 |
| Michael PO SAW Technical Officer Trunk Infrastructure & Calculations michael.posaw@brisbane.qld.gov.au 34036167 |
David WILLIAMS Senior Engineer Engineering Services North David.J.Williams@brisbane.qld.gov.au (07) 3403 6540 |
Ben CLAYTON Network Planning Ben.Clayton@brisbane.qld.gov.au 34071318 |
| Tim DWYER WaRRS Assessment Tim.Dwyer@brisbane.qld.gov.au |
Craig SLACK Engineer Engineering Scoping craig.slack@brisbane.qld.gov.au (07) 3403 8888 |
Ahmed FAISAL Engineer Network Planning Ahmed.Faisal@brisbane.qld.gov.au |
| Timothy MCCAIG Ecologist Ecology Services Timothy.McCaig@brisbane.qld.gov.au 3403 0116 |
Kally CHEN Environmental Management Officer Environmental Management Services Kally.Chen@brisbane.qld.gov.au (07) 3403 8888 |
Diana AVERY Landscape Architect Landscape Architecture Team Diana.Avery@brisbane.qld.gov.au 3403 8888 |
| Paul CLAPHAM Principal Urban Planner Trunk Infrastructure & Calculations Paul.Clapham@brisbane.qld.gov.au (07) 3407 0364 |
Andrew BLAKE Principal Engineer Engineering Services Hydraulics andrew.blake@brisbane.qld.gov.au (07) 3403 5018 |
Chris HENNESSY Engineering Services Traffic Chris.Hennessy@brisbane.qld.gov.au (07) 3403 5768 |
| Peter MCDONALD WaRRS Assessment Peter.McDonald@brisbane.qld.gov.au |
David WILLIAMS Senior Engineer Engineering Services North David.J.Williams@brisbane.qld.gov.au (07) 3403 6540 |
Lisa RICHARDSON Senior Urban Planner Planning Services North lisa.richardson@brisbane.qld.gov.au 07 3178 8544 |
| Kathy BAGULEY Principal Urban Planner Planning Services North DSPlanningSupport@brisbane.qld.gov.au 07 3403 5510 |
Jenny BERNARD Urban Planner Planning Services North Jenny.Bernard@brisbane.qld.gov.au 0731780855 |
Christine GRAY Principal Urban Planner Planning Services North christine.gray@brisbane.qld.gov.au 3407 0160 |
DRAWINGS AND DOCUMENTS
| Drawing or Document | Number | Plan Date |
|---|---|---|
| Modus Traffic Plan | 175DUTTON - SK03 (Amended In Red 07-MAY-2026) | 11-MAR-2026 (Received) |
| Site Plan | 1210054_PINKENBA_ A1000.1 Issue A (Amended In Red 07-MAY-2026) | 16-MAY-2022 (Received) |
| INTERNAL SITEWORKS AND DRAINAGE LAYOUT PLAN STAGE 1 SHEET 1 | 21-3169-C101 Issue C (Amended In Red 04-AUG-2022) | 16-MAY-2022 (Received) |
| ROADWORKS AND DRAINAGE LAYOUT PLAN STAGE 1 SHEET 2 OF 2 | 21-3169-C102 Issue A (Amended In Red 04-AUG-2022) | 16-MAY-2022 (Received) |
| BULK EARTHWORKS LAYOUT PLAN STAGE 1 SHEET 1 | 21-3169-C201 Issue B (Amended In Red 04-AUG-2022) | 16-MAY-2022 (Received) |
| MYRTLETOWN CONCEPT ROAD AND DRAINAGE PLAN | Revision 2.2 - October 2018 (Amended In Red 04-AUG-2022) | 04-AUG-2022 (Received) |
| Profiles/ Sections | SK001 | 04-AUG-2022 (Received) |
| ROAD WIDENING PLAN - 175 DUTTON ROAD | RC16084 Issue 1 | 21-OCT-2021 |
| SITE BASED STORMWATER MANAGEMENT PLAN | REP004-01-21-3177 Issue 003 | 16-MAY-2022 (Received) |
| CONCEPT REHABILITATION PLAN | BE21053.01 | 20-DEC-2021 (Received) |
| Contents Page | 576 SD_LR001_C 01 | 20-DEC-2021 (Received) |
| Design Intent | 576 SD_LR001_C 02 (Amended In Red 09-AUG-2022) | 20-DEC-2021 (Received) |
| Site Plan | 576 SD_LR001_C 03 (Amended In Red 09-AUG-2022) | 20-DEC-2021 (Received) |
| Tree Species Palette | 576 SD_LR001_C 04 (Amended In Red 09-APR-2022) | 20-DEC-2021 (Received) |
| Understorey Species Palette | 576 SD_LR001_C 05 (Amended In Red 09-APR-2022) | 20-DEC-2021 (Received) |
| B Double Swept Path Assessment | 175DUTTON - SK04 | 11-MAR-2026 (Received) |
APPROVAL CONDITIONS
| Permit to Which These Conditions Relate: | DA - PA - Operational Work |
| Activity(ies): | Bulk Earthworks |
| Stage: | Bulk Earthworks |
| 1) Maintain the Approved Development Maintain the approved development in accordance with the approved DRAWINGS AND DOCUMENTS, and any other relevant Council approval required by the conditions. |
At all times |
| 2) Demolish or Relocate Buildings/Structures Demolish buildings/structures on the site in accordance with the approved DRAWINGS AND DOCUMENTS and where applicable, the approved Construction Management Plan. The removal of buildings/structures includes the removal of all existing concrete slabs, foundations and footings. |
Prior to site works commencing |
| 3) Approved Drawings and Documents A legible copy of the Council approved DRAWINGS AND DOCUMENTS and the Development Approval Package must be maintained on site and kept available for inspection by site workers and Council officers. Note: This condition is imposed to ensure compliance with the conditions of development approval. |
While site/operational/building work is occurring |
| 4) Carry Out the Approved Development Carry out the approved development in accordance with the approved DRAWINGS AND DOCUMENTS. Note: This approval does not imply permission to enter neighbouring properties to carry out the construction (including, but not limited to, associated drainage and earthworks). Permission to enter neighbouring properties must be obtained from the relevant property owners. |
While site/operational/building work is occurring |
| 5) Acid Sulfate Soils - Management Plan Submit an
Acid Sulfate Soils (ASS) Management Plan for approval
by Development Services. The Management Plan is to detail management
measures of possible impacts of soil disturbance and filling if disturbance
(e.g. Filling, excavation, drainage works, stripping
of topsoil) is greater than 100m3. The ASS Management Plan must be consistent with the: |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first, and then to be maintained |
5(a) Implement Management Plan Implement and maintain the provisions of the approved 'Acid Sulfate Soil Management Plan'. |
As indicated |
| 6) On-site Erosion (High Risk) Manage on-site erosion and the release of sediment or sediment laden water from the site at all times by implementing best industry practice for sediment and erosion control as per the International Erosion Control Association, Best Practice Erosion and Sediment Control documents (2008 or later version). Timing: Prior to commencement of any land disturbing activities and until all exposed soil areas are permanently stabilised against erosion. |
As indicated |
6(a) Manage earth disturbance on-
site (i) Drainage control measures must be implemented and maintained to minimise water flow onto areas of exposed earth. (ii) Sediment and erosion control measures must be implemented and maintained to prevent soil loss from earth disturbance areas and prevent deposition beyond earth disturbance areas. (iii) No release
of contaminants to land beyond on-site area of earth disturbance other than
releases that achieve water release limits of: (iv) Maintain a written record to demonstrate that water discharges from the site, including any dewatering operations, meet the release limits as detailed in (iii) for water discharge(s) from the site that occur during or immediately after a rainfall event, and during normal business hours. The water quality of the discharge flows must be measured at each discharge point from the site, including but not limited to sediment basin outlets, other applicable sediment control devices, the site water drainage system, and recorded against the release limits at least once on each calendar day until such discharge stops. Timing: Prior to commencement of any earth disturbing activities and until all exposed soil areas are permanently stabilised against erosion. |
As indicated |
6(b) Provide Land Occupier Notification to
Council (i) Notify Council's ESC Team of proposed land occupier/s by sending an email to CARS-ESC@Brisbane.qld.gov.au (ii) If the land is to be occupied by any person other than the registered landowner then advice must be provided to Council that confirms the name, contact information and the duration of any proposed occupation of the land. Timing: Prior to commencement of any earth disturbing activities. |
As indicated |
6(c) Prepare ESC Plan and
Program Prepare an Erosion and Sediment Control Plan (ESCP) and program in accordance with best industry practice for sediment and erosion control as per the International Erosion Control Association, Best Practice Erosion and Sediment Control documents (2008 or later version) and, to the extent of any inconsistency, relevant Brisbane Planning Scheme Codes and Policies. Obtain a design certificate in accordance with the relevant Brisbane Planning Scheme Codes and Policies. The ESCP and program must be prepared by a Certified Professional in Erosion and Sediment Control (CPESC) or Registered Professional Engineer Qld (RPEQ) with suitable qualifications and experience in erosion and sediment control and the design certificate must be certified by a CPESC. Documentary evidence demonstrating appropriate qualifications in erosion and sediment control must be provided to the Council upon request. Timing: Prior to the commencement of any earth disturbing activities. |
As indicated |
6(d) Attend a pre-start meeting Arrange and attend a pre-start meeting for ESC with an Officer from Council's ESC Team in Compliance and Regulatory Services (CARS). Note: To request a pre- start meeting from Council's ESC Team send an email to CARS- ESC@Brisbane.qld.gov.au. All relevant documentation, including both the certified ESCP and the certified design certificate, must be attached to this email. Please allow up to 10 business days for your request to be processed. Timing: Attend the pre-start meeting prior to the commencement of any earth disturbing activities. |
As indicated |
6(e) Implement Certified ESC Plan and
Program Implement the certified ESCP and maintain all ESC measures in accordance with best industry practice for sediment and erosion control as per the International Erosion Control Association, Best Practice Erosion and Sediment Control documents (2008 or later version) and, to the extent of any inconsistency, relevant Brisbane Planning Scheme Codes and Policies. The ESCP and design certificate must be available on site at all times for inspection by Council officers. Any alteration to supplementary or Type 3 ESC measures must be reflected in the certified ESCP. Any alteration to Type 2 or Type 1 ESC measures will require a revised ESCP and design certificate that has been certified by a CPESC. Timing: While earth disturbing activities are occurring and until all exposed soil areas are permanently stabilised against erosion. |
As indicated |
| 7) Information Signage Erect an information sign on the subject property in
accordance with Council's general requirements for signage and in accordance
with the requirements outlined below: Timing: Prior to site works commencing and then to be maintained until completion of the development for all stages. |
As indicated |
| 8) Construction Management Plan (Minor) Carry out development in a method consistent with a Construction Management Plan (Minor) prepared in accordance with the requirements of this condition. |
While site/operational/building work is occurring |
8(a) Construction Management Plan (Minor) -
Prepare Plan Prepare a detailed Construction Management Plan (CMP) for the
construction phase of the approved development. The Construction
Management Plan must be in accordance with the relevant Brisbane Planning
Scheme Codes and address the following: The Construction Management Plan must be supported by 'approval in principle' or written approvals from the relevant Council sections or other governing bodies responsible for any potentially impacted infrastructure. The list of relevant infrastructure and contacts is available on Council's website - Search 'Constructions Management Plan'. Note: The Construction Management Plan is not required to be approved by Development Services. Timing: Prior to site/operational/building work commencing. |
As indicated |
8(b) Construction Management Plan (Minor) -
Submit Plan Submit a copy of the Construction Management Plan to Council's Development Services Branch at the following mailbox: engineeringservices@brisbane.qld.gov.au quoting the BCC planning development approval reference number. Timing: At least 10 days prior to site works commencing. |
As indicated |
8(c) Construction Management Plan (Minor) -
Documentation on Site Legible copies of the Construction Management Plan and current permits must be kept on site and be made available on request by Council, At all times. The requirements of the CMP must be included in all induction of principal and subcontractors utilised in the development. An outline of the induction provided to contractors may be requested by Council to confirm compliance with this condition. Timing: While site/operational/building work is occurring. |
As indicated |
8(d) Construction Management Plan - Works to
be Performed Out of Hours Obtain an approval from Development Services for any
work that is proposed to be undertaken outside of normal business hours -
6:30am to 6:30pm, Monday to Saturday. |
As indicated |
8(e) Implement Construction Management Plan
(Minor) Carry out the development in accordance with the submitted Construction Management Plan. |
While site/operational/building work is occurring |
| 9) Protect Existing Infrastructure Where there is existing infrastructure in the vicinity of the proposed work, the new work must not damage or compromise the working ability of the existing infrastructure. Where alterations to public utility mains, existing mains, services or installations are necessitated by the development, prior to alterations commencing, the developer must notify Council or the relevant infrastructure provider and obtain agreement to the alterations. The developer must meet the costs of the alterations. The alterations must be carried out in accordance with the relevant Brisbane Planning Scheme Codes or infrastructure providers requirements. |
While site/operational/building work is occurring |
9(a) As Constructed Drawings - Alterations to
Existing Infrastructure Submit to Development Services As Constructed drawings showing all new and/or rectification works and an asset register, prepared by a Registered Professional Engineer Queensland. Timing: Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first. PROOF OF FULFILMENT Submit to Development Services certification from a Registered Professional Engineer Queensland, confirming that the alterations have been completed in accordance with the relevant Brisbane Planning Scheme Codes and any other relevant infrastructure requirements. Timing: Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first. |
As indicated |
| 10) Filling and / or Excavation All earthworks must be carried out in accordance
with the relevant Brisbane Planning Scheme Codes, an approved geotechnical
report for the proposed interim use, and - The layout and profiles
of the BCC Myrtletown Concept Road and Drainage Plan Revision 2.2 dated October
2018 received 4 August 2022 (amended in red 4 August 2022), and Profiles/
Sections SK001, and - The approved set of
interim concept engineering drawings, as prepared by at@l: -
o INTERNAL SITEWORKS AND DRAINAGE
LAYOUT PLAN STAGE 1 SHEET 1, 21-3169-C101 Issue C, received 16 May 2022
(amended in red 4 August 2022) o
ROADWORKS
AND DRAINAGE LAYOUT PLAN STAGE 1 SHEET 2 OF 2, 21-3169-C102 Issue A, received
16 May 2022 (amended in red 4 August 2022) o
BULK
EARTHWORKS LAYOUT PLAN STAGE 1 SHEET 1, 21-3169-C201 Issue B, received 16 May
2022 (amended in red 4 August 2022) - And the following
requirements: a) The minimum site earthworks pad level is to be 1% AEP at 2100, i.e., 3.10m AHD. b) The existing roads levels and site access points, i.e., at the development frontages of Dickson Road and Bancroft Road, must be at the minimum 2% AEP, i.e., 2.20m AHD at the crown of the road, as per BCC Flood Report. Note 1: A Geotechnical Report must be submitted with investigative details of underlying material, uncontrolled fill, in unstable acid sulfate details and recommendations for earthworks construction, |
Prior to commencement of use |
10(a) Submit Earthworks
Drawings Submit to, and obtain approval from, Development Services earthworks
drawings prepared and certified by a Registered Professional Engineer
Queensland in accordance the relevant Brisbane Planning Scheme Codes and with
the approved DRAWINGS AND DOCUMENTS, including those prepared by: at@l: - -
INTERNAL SITEWORKS AND DRAINAGE LAYOUT PLAN STAGE 1 SHEET 1,
21-3169-C101 Issue C, received 16 May 2022 (amended in red 4 August
2022) -
ROADWORKS AND DRAINAGE LAYOUT PLAN STAGE 1 SHEET 2 OF 2, 21-
3169-C102 Issue A, received 16 May 2022 (amended in red 4 August
2022) -
BULK EARTHWORKS LAYOUT PLAN STAGE 1 SHEET 1, 21-3169-C201
Issue B, received 16 May 2022 (amended in red 4 August
2022) AND an approved geotechnical stability report. The Earthworks Drawings must include the following: a) RPEQ certification by a geotechnical engineer, to verify that the proposed cut / fill earthworks drawings, including any associated earth retaining structures if applicable, are suitable solutions based upon the recommendations of an approved geotechnical report which determine the overall stability of earthworks construction methodology based on a localised soils / geological investigation report. b) RPEQ certification by a civil engineer, to verify that: the design of works ensures that the assets are suitable for their respective purposes both for the interim use purposes and for long-term performance and does not prejudice the future development for industry activities or to cause actionable nuisance or disturbance of ground within the adjacent sites or within the public realm and the works comply with all recognised standards and the requirements of these types of work. c) Detailed existing land survey, with
contours, of site and adjacent road frontages (to road centreline), with
location of all existing utility services and infrastructure
assets. d) Provide a considered ultimate allotment
design which also considers the future permanent development of the site
allowing for additional earthworks / retaining walls which may be required
during the permanent use construction phase, e) Show the location of any cut and/or
fill, the quantity of fill to be deposited and finished
fill levels, nominated pad levels and drainage gradients
across the proposed allotment(s), topsoil stockpile management
etc. f) The quantity of any balance
import or export of fill; the existing and finished fill levels; existing and
proposed contours, g) Maintenance of access roads to and from
the site such that they remain free of all fill material and are cleaned as
necessary. h) The existing and proposed finished
levels to the Australian Height Datum (including cross-sections or long
sections into the adjacent properties). i) Preservation of all
existing and proposed drainage structures from the effects of structural
loading generated by the earthworks. j) Protection of adjoining
properties and roads from ponding or nuisance from
stormwater. k) Instruction notes that all vehicles
exiting from the site will be cleaned and treated to prevent material being
tracked or deposited on public roads. l) Environmental controls
i.e., the details of measures required to stabilise the site and mitigate any
dust, noise and erosion or other nuisance and to conserve and protect the
surrounding environment. m) The location and protection measures of any vegetation which is to be retained on site (with the species, girth and spread details). Note: If the earthworks impact on the road reserve, the Developer must obtain applicable footpath and road permits prior to commencing any works. Such impacts may include footpath occupation, road closures, re-profiling, ground anchors and/or relocation of services. If the excavation has to be stabilised using ground anchors or similar, then the submitted plans must show the location of these in relation to all services. The cost of moving services, utilities and assets is the responsibility of the Developer. The permission of the service/utility/asset owner is required. Note: Irrespective of final earthworks, it is the responsibility of the RPEQ to manage any staged works associated with Erosion & Sediment Control. Timing: Prior to site/operational/building work commencing. |
As indicated |
10(b) Fill Material, Placement, Compaction
and Testing All fill material placed on the site must comprise only natural earth and rock and must be free of contaminants (as defined by Part 3, Division 2, Subdivision 2 Environmental contamination, Section 11 of the Environmental Protection Act 1994) and noxious, hazardous, deleterious and organic materials. Fill material, placement, compaction and testing must comply with the requirements of Australian Standard - AS 3798, Guidelines on Earthworks for Commercial and Residential Developments. Timing: While site/operational/building work is occurring. |
As indicated |
10(c) Implement Approved Earthworks
Drawings Construct and maintain the earthworks in accordance with the requirements of AS3798 and the approved earthworks drawings and the approved geotechnical report and in accordance with the recommendations of any on-site RPEQ geotechnical specialist inspections / investigations and recommendations (to be recorded as Addendums to the geotechnical report) made during the implementation phase of any ground / slope stabilisation or surcharge loading works, or any hazard mitigation works, or groundwater seepage controls etc and ensuring that the earthworks do not prejudice future development for industry activities or to cause disturbance of ground within the adjacent sites or within the public realm Note: RPEQ geotechnical engineering specialists’ inspection / investigation and daily instruction records, and recommendations are to be provided and maintained on site and lodged for the on-maintenance acceptance of these works as Addendums to the geotechnical report. Timing: While site/operational/building work is occurring and then to be maintained.
|
As indicated |
10(d) Submit As Constructed
Drawings Submit to Development Services As Constructed drawings prepared by a Registered Surveyor and a Level 1 AS3798 earthworks compaction / consolidation report certified by the supervising RPEQ. Timing: Prior to building work above ground commencing. |
As indicated |
10(e) Submit Certification Submit to Development Services certification from a Registered Professional Engineer Queensland, confirming that the works have been completed in accordance with: a) the approved earthworks drawings and b) the recommendations of the approved geotechnical report and any subsequent addendums to that report and c) that the project site is safe and fit for purpose, and that the site is risk and hazard free and d) the site is suitable for handover to the developer to proceed with the interim use and e) the site works do not prejudice future development for industry activities or to cause disturbance of ground within the adjacent sites or within the public realm. Submit to Development Services certification from a Registered Professional Engineer Queensland, confirming that all fill material used complies with the quality requirements of this condition and that placement, compaction and testing has been carried out in accordance with AS3798. Timing: Prior to building work above ground commencing. |
As indicated |
10(f) Submit Geotechnical Report for interim
use of site Submit, concurrently with the earthwork’s drawings, and obtain approval from Development Services a geotechnical report to support the earthworks drawings all prepared and certified by a Registered Professional Engineer Queensland. The detailed geotechnical investigation report is to assess the subsurface soil and groundwater conditions of the whole site with recommendations to ensure that the development of the interim use, as is proposed, does not prejudice future development for industry activities or to cause disturbance of ground within the adjacent sites or within the public realm. The geotechnical report will need to provide recommendations to: a) assess the known underlying weak stratum and uncontrolled fill / ground water levels, and b) the earthworks and site preparation requirements, including preliminary comments on the suitability of site soils for reuse, plus likely compaction requirements. c) assess the potential for fill embankments to become unstable, including assessment of possible instabilities initiated by any existing or proposed local drainage channels. d) establish the excavation conditions and safe batter slopes for temporary excavations. e) avoid any instability during the construction period or in the long term for the future development purposes: f) assess the extents of any instability and the required setback of the embankments from the site boundary: g) provide specialist geotechnical RPEQ supervision during the construction and maintenance monitoring phases h) avoid unnecessary poor compaction results due to rapid construction methodologies without adhering to the necessary time delays to allow for consolidation of underlying soils or the use of surcharge loading to obtain the optimum compaction. i) establish the estimated short and long-term consolidation for assumed finished bulk earthworks levels and the conditions / requirements for using preload or surcharge design / options and the associated settlement monitoring in order to achieve the both the short term and long-term stability of the fill, including details of:   ; i. Preload material quality and compaction criteria   ; ii. Surcharge material quality and compaction criteria iii. Short term and long-term safe batter angles iv. Limits on construction equipment loads and setbacks from slope crests   ; v. Maximum preload and surcharge lift heights vi. Anticipated timing for preload and surcharge to be in place prior to additional fill lifts being placed (if required) and ultimately commencement of structural works vii. Requirements for settlement monitoring (to identify when additional fill lifts can be placed and when residual settlement targets have been reached), etc. j) Provide recommendations and guidelines for the future monitoring, assessment and maintenance management responsibilities of the landowner to ensure the site does not prejudice any future development for industry activities or to cause disturbance of ground within the adjacent sites or within the public realm. k) suitable assumptions for the developments interim and future development loading requirements and footing options and applicable design parameters, including allowable bearing capacities for shallow footings and ultimate and serviceability end bearing and shaft adhesion in accordance with AS2159 for various pile types. l) estimated foundation settlements (immediate elastic movements) based on assumed loads in both interim and future development scenarios. m) preliminary site classification in accordance with AS2870, and estimation of the soil reactivity and ground surface movement with seasonal fluctuations in moisture. n) indicative modulus and California bearing ratio (CBR) design parameters for pavement and slab design based on the soil type and strength encountered. o) soil classification in accordance with AS1170.4 for seismic design. p) confirmation on the presence (or absence) of actual or potential acid sulfate soil (ASS) and whether an ASS management plan (ASSMP) is required; and q) any geotechnical related hazards and possible solutions. r) to provide ongoing RPEQ geotechnical engineering specialists’ advice services, including inspection / investigation, records of recommendations and instructions which are required to be maintained on site and lodged for the on-maintenance acceptance of these works and recorded as Addendums to the approved geotechnical report. Timing: Prior to site/operational/building work commencing. 8f i) Submit Certification and Addendums to the above report as may be required due to unforeseen events during the construction and monitoring periods. Submit to Development Services certification from a Registered Professional Engineer Queensland, confirming that the works have been completed in accordance with the approved earthworks drawings and geotechnical report recommendations and any Addendums to the Geotechnical Report. Timing: Prior to building work above ground commencing. 8f ii) Submit all addendums to the geotechnical report Submit to Development Services any Addendums to the Geotechnical Report as prepared by Registered Professional Engineer Queensland. Timing: Prior to building work above ground commencing. |
As indicated |
| 11) Repair Damage to Kerb, Footpath or Road Repair any damage to the existing kerb and channel, footpath or roadway (including removal of concrete slurry from footways, roads, kerb and channel, stormwater gullies and drainlines) and re-instate existing traffic signs and pavement markings that have been removed or damaged during any works carried out in association with the approved development. |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first |
11(a) Interim Repairs If at any time during the construction phase of the approved development, damage to the existing kerb and channel, footpath or roadway creates unsafe, unreasonable and/or not fit for purpose conditions as assessed by Council, interim repairs must be undertaken as directed by Program Planning and Integration. Note: Any interim repairs required to be undertaken shall not be considered to satisfy the requirements of this condition for the permanent repair of the infrastructure prior to the issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first. Timing: While site / operational / building works is occurring. |
As indicated |
| 12) Minimum Flood Planning Levels Design and construct all building pad level, floor levels and ancillary structures to the appropriate flood planning level with freeboard (where required) in accordance with the relevant Brisbane Planning Scheme Codes and the approved drawings and documents, as follows: a) The minimum site earthworks pad level is to be 1% AEP at 2100, i.e., 3.10m AHD. b) The existing roads levels and site access points, i.e., at the development frontages of Dickson Road and Bancroft Road, must be at the minimum 2% AEP, i.e., 2.20m AHD at the crown of the road, as per BCC Flood Report and 2.10m AHD at the road shoulder. PROOF OF FULFILMENT As-Constructed drawings prepared by a Registered Surveyor. The Registered Surveyor must certify that the development has been constructed in accordance with this condition. Timing: Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first. |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first |
| 13) Future Road Widening The development must not prejudice the future road reserve widening along the Dickson Road frontage and its intersection with the Bancroft Road frontage. Keep the area clear of improvements and structures. The extent of the land to be set aside for a future road reserve widening is shown on BCC Road widening plan for the site, ref: RC16084 Issue 1 dated 21 October 2021, which forms part of the approved DRAWINGS AND DOCUMENTS. |
At all times |
| 14) Ponding of Stormwater Carry out the approved development to ensure that adjoining properties and roads are protected from ponding or nuisance from stormwater during construction. Notes: If remedial works are necessary to comply with this condition, prior approval must be obtained from Development Services.
|
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first |
| 15) On Site Drainage - Minor Provide drainage infrastructure to ensure stormwater run-off from all developed surface areas will be collected internally and conveyed in accordance with the relevant Brisbane Planning Scheme Codes to a lawful point of discharge and the following requirements: a) All site stormwater run-off must discharge to the northern point of Bancroft Road and b) Any stormwater discharged to Dickson Road will require Brisbane Airport Corporation consent c) Any stormwater run-off discharged to the existing rear lots, i.e., Lot 7 & 8 RP72104 will also require consent of landowner Urban Utilities and Brisbane Airport Corporation d) There is no adverse stormwater run-off impact to existing Lot 1 RP154348: e) Any stormwater discharged to Bancroft Road will conveyed to a lawful point of discharge by earth swale as required by the interim requirements, of the layout and profiles of the BCC Myrtletown Concept Road and Drainage Plan dated October 2018, as specified elsewhere in this conditions package. Note: - Guidance for requesting a pre-start and co- ordinating the On/Off Maintenance process can be found on Council's website (https://www.brisbane.qld.gov.au/planning-and-building/applying-and-post- approval/on-and-off-maintenance-approvals). |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first: To be maintained |
| 16) Construction Noise and Dust Emissions Pursuant to the Environmental
Protection Act 1994, all development involving the emission of noise and dust
from building and/or construction activities, must ensure that the emissions
are in accordance with the requirements of the Act. |
As indicated |
| 17) Contaminated Materials and Soils Any contaminated materials or soils encountered during siteworks, must be handled, stored and disposed of in accordance with the requirements of the relevant authority of the Queensland Government. A person must not dispose of contaminated soil or a hazardous substance at a place other than at a place approved by the relevant authority of the Queensland Government. |
As indicated |
| 18) Management of Asbestos Disposal, handling and restoration of any building materials containing asbestos must be in accordance with current state and federal legislation. |
As indicated |
| 19) Currency Period The currency period for this development approval is stated in the Decision Notice and is expressed as a date. This development approval lapses at the end of the currency period (the date stated in the decision notice) pursuant to section 85 of the Planning Act 2016. |
As indicated |
| 20) Referral Agency Requirements The Department of State
Development, Infrastructure, Local Government and
Planning as Concurrence agency has imposed the requirements contained in the letter dated 28 April 2022 (SARA reference: 2203-27694 SRA). |
As indicated |
| 21) Damage to Trees on Adjoining Land Please note that any damage caused to vegetation on adjoining land as a result of exercising this development approval may result in an offence under other legislation (e.g. Natural Assets Local Law) and/or civil action |
As indicated |
| 22) Fire Ant Movement Controls To prevent the spread of fire ants, the Queensland Government has implemented improvement controls in areas of Queensland (biosecurity zones) where this pest species has been detected. These controls apply to individuals and commercial operators and restrict the movement of materials that could carry fire ants which include soil, turf, potted plants, mulch, baled hay or straw, animal manures, mining or quarry products. Breaches of these controls can potentially impact the community, economy and the environment. Penalties for non-compliance with movement controls within fire ant biosecurity zones apply under the Biosecurity Act 2014. For further information contact the relevant Queensland State Government department on 13 QGOV. |
As indicated |
| Permit to Which These Conditions Relate: | DA - PA - Material Change of Use |
| Activity(ies): | warehouse |
| Stage: | Warehouse (open storage) |
| 23) Security Lighting - On Site Install and maintain a suitable system of security lighting to operate from dusk to dawn within all areas where the public may gain access, including car parking areas, building entrances and vegetated areas. Ensure that all external lighting is in accordance with Australian Standard - AS4282- Control of the Obtrusive Effects of Outdoor Lighting. Lighting must be maintained in safe and good working order. Timing: ‘Prior to issue of Certificate of Classification/Final Inspection Certificate or prior to commencement of use, whichever comes first’; and then to be maintained. |
As indicated |
| 24) Protection of Operational Airspace The approved use, landscaping and drainage works within the mapped Airport Environs Overlay area associated with Brisbane Airport are to be designed, constructed and maintained as follows: · outdoor Lighting must not distract or interfere with pilot vision or imitate the format of approach or runway lighting by configuring lights in straight parallel lines greater than 500m in length; and does not emit light that will exceed the maximum light intensity specified within the light intensity area identified on the light intensity sub-categories (refer Airport Environs Overlay Code Section D); · development does not involve coloured flashing or sodium lighting; or glare or upward shining lights; · no uses should produce smoke, dust, ash, steam or other airborne particulate emissions that would significantly affect air turbulence, visibility or aircraft engine operation within the operational airspace of Brisbane Airport; · any food/waste sources associated with any use are to be covered and collected so that it is inaccessible to birds and bats; and · development involving landscaping or drainage works are designed and installed to minimise the potential to attract birds and bats. NOTE: Appendix A of Brisbane Airport Corporation’s 2009 Landscape Master Plan provides advice on suitability of plant species. TIMING: At all times |
As indicated |
| 25) Limitation of Use The Warehouse (open storage) is permitted on-site for
a maximum period of ten (10) years. Note: The
purpose of the limitation is to preserve the intent of the Myrtletown precinct
of the Pinkenba—Eagle Farm neighbourhood plan. |
As indicated |
| 26) Maintain the Approved Development Maintain the approved development in accordance with the approved DRAWINGS AND DOCUMENTS, and any other relevant Council approval required by the conditions. |
At all times |
| 27) Approved Drawings and Documents A legible copy of the Council approved DRAWINGS AND DOCUMENTS and the Development Approval Package must be maintained on site and kept available for inspection by site workers and Council officers. Note: This condition is imposed to ensure compliance with the conditions of development approval. |
While site/operational/building work is occurring |
| 28) Carry Out the Approved Development Carry out the approved development in accordance with the approved DRAWINGS AND DOCUMENTS. Note: This approval does not imply permission to enter neighbouring properties to carry out the construction (including, but not limited to, associated drainage and earthworks). Permission to enter neighbouring properties must be obtained from the relevant property owners. |
While site/operational/building work is occurring |
| 29) Demolish or Relocate Buildings/Structures Demolish or Relocate buildings/structures on the site in accordance with the approved DRAWINGS AND DOCUMENTS and where applicable, the approved Construction Management Plan. The removal of buildings/structures includes the removal of all existing concrete slabs, foundations and footings. |
Prior to commencement of use |
| 30) Complete All Operational Work Complete all operational work associated with this development approval, including work required by any of the conditions included in the Development Approval Package. Such operational work must be carried out in accordance with the approved DRAWINGS AND DOCUMENTS or, if requiring a further approval from the Council, in accordance with the relevant further approval(s). |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first |
| 31) Rehabilitation Rehabilitate the site in accordance with the requirements of this condition. Rehabilitate the area identified on the APPROVED DRAWINGS AND DOCUMENTS. |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first, and then to be maintained |
31(a) Implement Rehabilitation Carry out rehabilitation planting
in accordance with the CONCEPT REHABILITATION PLAN BE21053.01 received 20
December 2021 (prepared by Epic Environmental). Timing: Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first and then to be maintained |
As indicated |
31(b) Submit Certification Submit to Development Services, certification and photographic evidence to demonstrate that the rehabilitation works have been carried out in accordance with the requirements of this condition. Note: Certification is to be emailed to SpecialistServices@brisbane.qld.gov.au , including the following details: Site address, Development Approval number (A00), and relevant stage/s (if appropriate). Timing: Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first. |
As indicated |
| 32) Streetscape Works - Industrial Street Carry out streetscape improvement works to Dickson Road and Bancroft Road as demonstrated on the approved plans including concrete path (where required by this condition), turf and street trees to the verge to an Industrial Street standard in accordance with the relevant Brisbane Planning Scheme Codes, Brisbane Standard Drawings (BSD), the requirements of this condition and the Infrastructure Design Planning Scheme Policy including sections 3.7.4.5 and 3.7.5. |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first (MCU or BW), or prior to Council's notation of the plan of subdivision (ROL) |
32(a) Concrete Path Install a 1.2m wide
broom finished standard Portland grey concrete path. The edge of the path is to
be setback 1.9m from the back of kerb. The path is to transition to existing
paths on verges that adjoin the development. |
As indicated |
32(b) Submit As-Constructed
Drawings Submit to Development Services "As Constructed" plans
including an asset register, checked by a Registered Professional Engineer
Queensland, certifying that the concrete path works have been completed in
accordance with relevant Brisbane Planning Scheme Codes/Policies. |
As indicated |
32(c) Turf Install turf to the
full width of the verge excluding any concrete path required by this
condition. |
As indicated |
32(d) Street Tree(s) Contact the call centre
on 3403 8888 and request that Council undertake street tree planting in
accordance with the Infrastructure Design Planning Scheme Policy including
section 3.7.5 to the frontage of the development. Provide the call centre with
the Development Approval number and obtain a reference number for the phone
call for your record. |
As indicated |
| 33) Landscape the Site - Self Certification Landscape the site in accordance with the requirements of this condition. |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first, and then to be maintained |
33(a) Detailed Landscape Plan for Self-
Certification Prepare a Detailed Landscape Plan at a scale of 1:100 for all on-site
landscape works including planting areas identified on the approved Landscape
Concept Plan 576 SD_LR001_C 01 to 576 SD_LR001_C 05 (inclusive) received 20
December 2021 (amended in red 9 August 2022) (prepared by O2LA). The plan must
be prepared by a Qualified Landscape Architect and must comply with the
relevant Brisbane Planning Scheme Codes. The
plan must include the following: Planting species installed must minimise the
potential to attract birds and bats to protect operational
airspace. Timing: Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first. PROOF OF FULFILMENT A detailed landscape plan accompanied by Brisbane City Council Form CC10616 - Landscape Design Certificate. Timing: Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first. |
As indicated |
33(b) Industry In addition to the
requirements listed above, the plan must include the following: Planting species installed must minimise the potential to attract birds
and bats to protect operational airspace. Timing: Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first. PROOF OF FULFILMENT A detailed landscape plan accompanied by Brisbane City Council Form CC10616 - Landscape Design Certificate. Timing: Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first. |
As indicated |
33(c) Certify Detailed Landscape
Plan On completion of the Detailed Landscape Plan, submit to Development
Services: Timing: Prior to building work commencing. PROOF OF FULFILMENT A detailed landscape plan accompanied by Brisbane City Council Form CC10616 - Landscape Design Certificate. Timing: Prior to building work commencing. |
As indicated |
33(d) Implement Certified Detailed Landscape
Plan Carry out the landscape work in accordance with the above certified detailed Landscape Plan. Timing: Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first. |
As indicated |
33(e) Certify Work On completion of the
landscape work, submit to Development Services: Timing: Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first. PROOF OF FULFILMENT An as constructed landscape plan accompanied by Brisbane City Council Form CC10613 - Landscape Works Certificate. Timing: Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first. |
As indicated |
33(f) Maintain Landscape Work Maintain the landscape work, including deep planting, in accordance with the certified Detailed Landscape Plan. Timing: To be maintained. |
As indicated |
| 34) Dangerous Goods Storage The storage of dangerous goods is not to exceed the levels as prescribed in the following Codes and legislation: · AO8.1 of the Coastal Hazards Overlay Code; · AO3 of the Industry Code; and · Manifest dangerous good levels or 10% of the threshold quantities listed in Schedule 15 of the Work Health and Safety Regulation. |
To be maintained |
| 35) Power Generator A generator or standby power generator is not permitted. |
To be maintained |
| 36) Uses in the Coastal Hazard Overlay Code Uses or processes specified in Table 8.2.6.3F of the Coastal Hazards Overlay Code are not permitted. |
To be maintained |
| 37) Acid Sulfate Soils - Management Plan Submit an Acid Sulfate
Soils (ASS) Management Plan for approval by Development Services. The
Management Plan is to detail management measures of possible impacts of soil
disturbance and filling if disturbance (e.g. Filling, excavation, drainage
works, stripping of topsoil) is greater than 100m3. The ASS
Management Plan must be consistent with the: |
Prior to site/operational/building work commencing |
37(a) Implement Plan Implement and maintain the provisions of the
approved 'Acid Sulfate Soil Management
Plan'. |
While site/operational/building work is occurring |
| 38) Stormwater Quality (High Risk) Implement and maintain the stormwater quality recommendations of the Site Based Stormwater Management Plan prepared by AT&L dated 05/05/2022 to achieve the requirements of the State Planning Policy 4/10 Healthy Waters, the State Planning Policy 4/10 Guideline for Healthy Waters and Urban Stormwater Quality Planning Guidelines 2010. |
Prior to issue of Certificate of Classification/Final Inspection Certificate or prior to commencement of use, whichever comes first, and then to be maintained |
38(a) Certification Submit to Development
Services certification from a Registered Professional Engineer |
Prior to issue of Certificate of Classification/Final Inspection Certificate or prior to commencement of use, whichever comes first |
| 39) On-site Erosion (High Risk) Manage on-site erosion and the release of sediment or sediment laden water from the site at all times by implementing best industry practice for sediment and erosion control as per the International Erosion Control Association, Best Practice Erosion and Sediment Control documents (2008 or later version). Timing: Prior to commencement of any land disturbing activities and until all exposed soil areas are permanently stabilised against erosion. |
As indicated |
39(a) Manage earth disturbance on-
site (i) Drainage control measures must be implemented and maintained to minimise water flow onto areas of exposed earth. (ii) Sediment and erosion control measures must be implemented and maintained to prevent soil loss from earth disturbance areas and prevent deposition beyond earth disturbance areas. (iii) No release
of contaminants to land beyond on-site area of earth disturbance other than
releases that achieve water release limits of: (iv) Maintain a written record to demonstrate that water discharges from the site, including any dewatering operations, meet the release limits as detailed in (iii) for water discharge(s) from the site that occur during or immediately after a rainfall event, and during normal business hours. The water quality of the discharge flows must be measured at each discharge point from the site, including but not limited to sediment basin outlets, other applicable sediment control devices, the site water drainage system, and recorded against the release limits at least once on each calendar day until such discharge stops. Timing: Prior to commencement of any earth disturbing activities and until all exposed soil areas are permanently stabilised against erosion. |
As indicated |
39(b) Provide Land Occupier Notification to
Council (i) Notify Council's ESC Team of proposed land occupier/s by sending an email to CARS-ESC@Brisbane.qld.gov.au (ii) If the land is to be occupied by any person other than the registered landowner then advice must be provided to Council that confirms the name, contact information and the duration of any proposed occupation of the land. Timing: Prior to commencement of any earth disturbing activities. |
As indicated |
39(c) Prepare ESC Plan and
Program Prepare an Erosion and Sediment Control Plan (ESCP) and program in accordance with best industry practice for sediment and erosion control as per the International Erosion Control Association, Best Practice Erosion and Sediment Control documents (2008 or later version) and, to the extent of any inconsistency, relevant Brisbane Planning Scheme Codes and Policies. Obtain a design certificate in accordance with the relevant Brisbane Planning Scheme Codes and Policies. The ESCP and program must be prepared by a Certified Professional in Erosion and Sediment Control (CPESC) or Registered Professional Engineer Qld (RPEQ) with suitable qualifications and experience in erosion and sediment control and the design certificate must be certified by a CPESC. Documentary evidence demonstrating appropriate qualifications in erosion and sediment control must be provided to the Council upon request. Timing: Prior to the commencement of any earth disturbing activities. |
As indicated |
39(d) Attend a pre-start
meeting Arrange and attend a pre-start meeting for ESC with an Officer from Council's ESC Team in Compliance and Regulatory Services (CARS). Note: To request a pre-start meeting from Council's ESC Team send an email to CARS-ESC@Brisbane.qld.gov.au. All relevant documentation, including both the certified ESCP and the certified design certificate, must be attached to this email. Please allow up to 10 business days for your request to be processed. Timing: Attend the pre- start meeting prior to the commencement of any earth disturbing activities. |
As indicated |
39(e) Implement Certified ESC Plan and
Program Implement the certified ESCP and maintain all ESC measures in accordance with best industry practice for sediment and erosion control as per the International Erosion Control Association, Best Practice Erosion and Sediment Control documents (2008 or later version) and, to the extent of any inconsistency, relevant Brisbane Planning Scheme Codes and Policies. The ESCP and design certificate must be available on site at all times for inspection by Council officers. Any alteration to supplementary or Type 3 ESC measures must be reflected in the certified ESCP. Any alteration to Type 2 or Type 1 ESC measures will require a revised ESCP and design certificate that has been certified by a CPESC. Timing: While earth disturbing activities are occurring and until all exposed soil areas are permanently stabilised against erosion. |
As indicated |
| 40) Maintenance Period for Engineering Work Maintain the work required by the Engineering condition(s) imposed on this development approval and rectify any defects in accordance with the requirements detailed in this condition. Note: Guidance for requesting a pre-start and co- ordinating the On/Off Maintenance process can be found on Council's website (https://www.brisbane.qld.gov.au/planning-and-building/applying-and-post- approval/on-and-off-maintenance-approvals). Timing: During the on-maintenance period. |
As indicated |
40(a) On-Maintenance Acceptance Arrange an on- maintenance inspection with Development Services and obtain written confirmation from Council that the work has been completed in accordance with the requirements of the condition and is accepted on-maintenance. Provide proof of Public Liability Insurance ($20 million) for the on- maintenance period. Lodge a maintenance security for the on-maintenance period. The security must be calculated as 5% of the value of the constructed work or $10,000.00, whichever is greater. Note: A maintenance security may consist of either a bank guarantee or monetary payment lodged with Council. Refer to Council's Infrastructure Installation and Construction Requirements Manual for further details about the on-maintenance procedure and requirements. Timing: Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first. |
As indicated |
40(b) On-Maintenance Period Provide a minimum 12 months maintenance to the work from the time the work is accepted on- maintenance by Council. During this period maintain the work and rectify any defects identified at the on-maintenance inspection and those arising during the on-maintenance period. Note: The on-maintenance period may be extended by Council pending concerns and/or unsatisfactory performance during the maintenance period. Timing: A minimum 12 months from acceptance on-maintenance. |
As indicated |
40(c) Off-Maintenance
Acceptance On completion of the maintenance period arrange an off-maintenance inspection with Development Services and obtain written confirmation from Council that the work is accepted off-maintenance. Ensure all defects are rectified prior to making an appointment for off- maintenance Inspection. Note: If the inspection is successful the maintenance security will be released. Timing: On completion of the on-maintenance period. |
As indicated |
| 41) Information Signage Erect an information sign on the subject property in
accordance with Council's general requirements for signage and in accordance
with the requirements outlined below: Timing: Prior to site works commencing and then to be maintained until completion of the development for all stages. |
As indicated |
| 42) Engineering Pre-Start Meeting Arrange and attend a pre-start meeting with Development Services and Program Planning and Integration. Applicable compliance and inspection fees must be paid, in full, to Council prior to the meeting being held. Note: To arrange an engineering pre-start meeting with Development Services an email supported by a completed copy of the Pre-Start Meeting Guidelines - Civil Engineering Works kit (https://www.brisbane.qld.gov.au/sites/default/files/20191008-cc11207-pre- start-meeting-guidelines-civil-engineering-works.pdf) must be sent to dalodgement@brisbane.qld.gov.au. Details include (but
are not limited too) the following: Note: Timing: Prior to site/operational/building work commencing. |
As indicated |
| 43) Construction Management Plan (Minor) Carry out development in a method consistent with a Construction Management Plan (Minor) prepared in accordance with the requirements of this condition. |
While site/operational/building work is occurring |
43(a) Construction Management Plan (Minor) -
Prepare Plan Prepare a detailed Construction Management Plan (CMP) for the
construction phase of the approved development. The Construction
Management Plan must be in accordance with the relevant Brisbane Planning
Scheme Codes and address the following: The Construction Management Plan must be supported by 'approval in principle' or written approvals from the relevant Council sections or other governing bodies responsible for any potentially impacted infrastructure. The list of relevant infrastructure and contacts is available on Council's website - Search 'Constructions Management Plan'. Note: The Construction Management Plan is not required to be approved by Development Services. Timing: Prior to site/operational/building work commencing. |
As indicated |
43(b) Construction Management Plan (Minor) -
Submit Plan Submit a copy of the Construction Management Plan to Council's Development Services Branch at the following mailbox: engineeringservices@brisbane.qld.gov.au quoting the BCC planning development approval reference number. Timing: At least 10 days prior to site works commencing. |
As indicated |
43(c) Construction Management Plan (Minor) -
Documentation on Site Legible copies of the Construction Management Plan and current permits must be kept on site and be made available on request by Council, At all times. The requirements of the CMP must be included in all induction of principal and subcontractors utilised in the development. An outline of the induction provided to contractors may be requested by Council to confirm compliance with this condition. Timing: While site/operational/building work is occurring. |
As indicated |
43(d) Construction Management Plan - Works to
be Performed Out of Hours Obtain an approval from Development Services for any
work that is proposed to be undertaken outside of normal business hours -
6:30am to 6:30pm, Monday to Saturday. |
As indicated |
43(e) Implement Construction Management Plan
(Minor) Carry out the development in accordance with the submitted Construction Management Plan. |
While site/operational/building work is occurring |
| 44) Protect Existing Infrastructure Where there is existing infrastructure in the vicinity of the proposed work, the new work must not damage or compromise the working ability of the existing infrastructure. Where alterations to public utility mains, existing mains, services or installations are necessitated by the development, prior to alterations commencing, the developer must notify Council or the relevant infrastructure provider and obtain agreement to the alterations. The developer must meet the costs of the alterations. The alterations must be carried out in accordance with the relevant Brisbane Planning Scheme Codes or infrastructure providers requirements. |
While site/operational/building work is occurring |
44(a) As Constructed Drawings - Alterations
to Existing Infrastructure Submit to Development Services As Constructed drawings showing all new and/or rectification works and an asset register, prepared by a Registered Professional Engineer Queensland. Timing: Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first. PROOF OF FULFILMENT Submit to Development Services certification from a Registered Professional Engineer Queensland, confirming that the alterations have been completed in accordance with the relevant Brisbane Planning Scheme Codes and any other relevant infrastructure requirements. Timing: Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first. |
As indicated |
| 45) Filling and / or Excavation All earthworks must be carried out in accordance
with the relevant Brisbane Planning Scheme Codes, an approved geotechnical
report for the proposed interim use, and - The layout and profiles
of the BCC Myrtletown Concept Road and Drainage Plan Revision 2.2 dated October
2018 received 4 August 2022 (amended in red 4 August 2022), and Profiles/
Sections SK001, and - The approved set of
interim concept engineering drawings, as prepared by at@l: -
o INTERNAL SITEWORKS AND DRAINAGE LAYOUT PLAN STAGE 1
SHEET 1, 21-3169-C101 Issue C, received 16 May 2022 (amended in red 4 August
2022) o ROADWORKS AND DRAINAGE LAYOUT PLAN STAGE 1 SHEET 2
OF 2, 21-3169-C102 Issue A, received 16 May 2022 (amended in red 4 August
2022) o BULK EARTHWORKS LAYOUT PLAN STAGE 1 SHEET 1, 21-
3169-C201 Issue B, received 16 May 2022 (amended in red 4 August
2022) - And the following
requirements: a) The minimum site earthworks pad level is
to be 1% AEP at 2100, i.e., 3.10m AHD. b) The existing roads
levels and site access points, i.e., at the development frontages of Dickson
Road and Bancroft Road, must be at the minimum 2% AEP, i.e., 2.20m AHD at the
crown of the road, as per BCC Flood Report. Note 1: A Geotechnical Report must be submitted with
investigative details of underlying material, uncontrolled fill, in unstable
acid sulfate details and recommendations for earthworks
construction. |
Prior to commencement of use |
45(a) Submit Earthworks
Drawings Submit to, and obtain approval from, Development Services
earthworks drawings prepared and certified by a Registered Professional
Engineer Queensland in accordance the relevant Brisbane Planning Scheme Codes
and with the approved DRAWINGS AND DOCUMENTS, including those prepared by: at@l: -
- INTERNAL SITEWORKS AND
DRAINAGE LAYOUT PLAN STAGE 1 SHEET 1, 21-3169-C101 Issue C, received 16 May
2022 (amended in red 4 August 2022) - ROADWORKS
AND DRAINAGE LAYOUT PLAN STAGE 1 SHEET 2 OF 2, 21-3169-C102 Issue A, received
16 May 2022 (amended in red 4 August 2022) - BULK
EARTHWORKS LAYOUT PLAN STAGE 1 SHEET 1, 21-3169-C201 Issue B, received 16 May
2022 (amended in red 4 August 2022) AND an approved
geotechnical stability report. The Earthworks Drawings must include the following: a) RPEQ certification by a geotechnical engineer, to verify that the proposed cut / fill earthworks drawings, including any associated earth retaining structures if applicable, are suitable solutions based upon the recommendations of an approved geotechnical report which determine the overall stability of earthworks construction methodology based on a localised soils / geological investigation report. b) RPEQ certification by a civil engineer, to verify that: the design of works ensures that the assets are suitable for their respective purposes both for the interim use purposes and for long-term performance and does not prejudice the future development for industry activities or to cause actionable nuisance or disturbance of ground within the adjacent sites or within the public realm and the works comply with all recognised standards and the requirements of these types of work. c) Detailed existing land survey, with
contours, of site and adjacent road frontages (to road centreline), with
location of all existing utility services and infrastructure
assets. d) Provide a considered ultimate allotment
design which also considers the future permanent development of the site
allowing for additional earthworks / retaining walls which may be required
during the permanent use construction phase, e) Show the location of any cut and/or
fill, the quantity of fill to be deposited and finished
fill levels, nominated pad levels and drainage gradients
across the proposed allotment(s), topsoil stockpile management
etc. f) The quantity of any balance
import or export of fill; the existing and finished fill levels; existing and
proposed contours, g) Maintenance of access roads to and from
the site such that they remain free of all fill material and are cleaned as
necessary. h) The existing and proposed finished
levels to the Australian Height Datum (including cross-sections or long
sections into the adjacent properties). i)
Preservation of all existing and proposed drainage
structures from the effects of structural loading generated by the
earthworks. j) Protection of adjoining
properties and roads from ponding or nuisance from
stormwater. k) Instruction notes that all vehicles
exiting from the site will be cleaned and treated to prevent material being
tracked or deposited on public roads. l) Environmental controls
i.e., the details of measures required to stabilise the site and mitigate any
dust, noise and erosion or other nuisance and to conserve and protect the
surrounding environment. m) The location and protection measures of any vegetation which is to be retained on site (with the species, girth and spread details). Note: If the earthworks impact on the road reserve, the Developer must obtain applicable footpath and road permits prior to commencing any works. Such impacts may include footpath occupation, road closures, re-profiling, ground anchors and/or relocation of services. If the excavation has to be stabilised using ground anchors or similar, then the submitted plans must show the location of these in relation to all services. The cost of moving services, utilities and assets is the responsibility of the Developer. The permission of the service/utility/asset owner is required. Note: Irrespective of final earthworks, it is the responsibility of the RPEQ to manage any staged works associated with Erosion & Sediment Control. Timing: Prior to site/operational/building work commencing. |
As indicated |
45(b) Fill Material, Placement, Compaction
and Testing All fill material placed on the site must comprise only natural earth and rock and must be free of contaminants (as defined by Part 3, Division 2, Subdivision 2 Environmental contamination, Section 11 of the Environmental Protection Act 1994) and noxious, hazardous, deleterious and organic materials. Fill material, placement, compaction and testing must comply with the requirements of Australian Standard - AS 3798, Guidelines on Earthworks for Commercial and Residential Developments. Timing: While site/operational/building work is occurring. |
As indicated |
45(c) Implement Approved Earthworks
Drawings Construct and maintain the earthworks in accordance with the requirements of AS3798 and the approved earthworks drawings and the approved geotechnical report and in accordance with the recommendations of any on-site RPEQ geotechnical specialist inspections / investigations and recommendations (to be recorded as Addendums to the geotechnical report) made during the implementation phase of any ground / slope stabilisation or surcharge loading works, or any hazard mitigation works, or groundwater seepage controls etc and ensuring that the earthworks do not prejudice future development for industry activities or to cause disturbance of ground within the adjacent sites or within the public realm Note: RPEQ geotechnical engineering specialists’ inspection / investigation and daily instruction records, and recommendations are to be provided and maintained on site and lodged for the on-maintenance acceptance of these works as Addendums to the geotechnical report. Timing: While site/operational/building work is occurring and then to be maintained.
|
As indicated |
45(d) Submit As Constructed
Drawings Submit to Development Services As Constructed drawings prepared by a Registered Surveyor and a Level 1 AS3798 earthworks compaction / consolidation report certified by the supervising RPEQ. Timing: Prior to building work above ground commencing. |
As indicated |
45(e) Submit Certification Submit to Development Services certification from a Registered Professional Engineer Queensland, confirming that the works have been completed in accordance with: a) the approved earthworks drawings and b) the recommendations of the approved geotechnical report and any subsequent addendums to that report and c) that the project site is safe and fit for purpose, and that the site is risk and hazard free and d) the site is suitable for handover to the developer to proceed with the interim use and e) the site works do not prejudice future development for industry activities or to cause disturbance of ground within the adjacent sites or within the public realm. Submit to Development Services certification from a Registered Professional Engineer Queensland, confirming that all fill material used complies with the quality requirements of this condition and that placement, compaction and testing has been carried out in accordance with AS3798. Timing: Prior to building work above ground commencing. |
As indicated |
45(f) Submit Geotechnical Report for interim
use of site Submit, concurrently with the earthwork’s drawings, and obtain approval from Development Services a geotechnical report to support the earthworks drawings all prepared and certified by a Registered Professional Engineer Queensland. The detailed geotechnical investigation report is to assess the subsurface soil and groundwater conditions of the whole site with recommendations to ensure that the development of the interim use, as is proposed, does not prejudice future development for industry activities or to cause disturbance of ground within the adjacent sites or within the public realm. The geotechnical report will need to provide recommendations to: a) assess the known underlying weak stratum and uncontrolled fill / ground water levels, and b) the earthworks and site preparation requirements, including preliminary comments on the suitability of site soils for reuse, plus likely compaction requirements. c) assess the potential for fill embankments to become unstable, including assessment of possible instabilities initiated by any existing or proposed local drainage channels. d) establish the excavation conditions and safe batter slopes for temporary excavations. e) avoid any instability during the construction period or in the long term for the future development purposes: f) assess the extents of any instability and the required setback of the embankments from the site boundary: g) provide specialist geotechnical RPEQ supervision during the construction and maintenance monitoring phases h) avoid unnecessary poor compaction results due to rapid construction methodologies without adhering to the necessary time delays to allow for consolidation of underlying soils or the use of surcharge loading to obtain the optimum compaction. i) establish the estimated short and long-term consolidation for assumed finished bulk earthworks levels and the conditions / requirements for using preload or surcharge design / options and the associated settlement monitoring in order to achieve the both the short term and long-term stability of the fill, including details of:   ; i. Preload material quality and compaction criteria   ; ii. Surcharge material quality and compaction criteria iii. Short term and long-term safe batter angles iv. Limits on construction equipment loads and setbacks from slope crests   ; v. Maximum preload and surcharge lift heights vi. Anticipated timing for preload and surcharge to be in place prior to additional fill lifts being placed (if required) and ultimately commencement of structural works vii. Requirements for settlement monitoring (to identify when additional fill lifts can be placed and when residual settlement targets have been reached), etc. j) Provide recommendations and guidelines for the future monitoring, assessment and maintenance management responsibilities of the landowner to ensure the site does not prejudice any future development for industry activities or to cause disturbance of ground within the adjacent sites or within the public realm. k) suitable assumptions for the developments interim and future development loading requirements and footing options and applicable design parameters, including allowable bearing capacities for shallow footings and ultimate and serviceability end bearing and shaft adhesion in accordance with AS2159 for various pile types. l) estimated foundation settlements (immediate elastic movements) based on assumed loads in both interim and future development scenarios. m) preliminary site classification in accordance with AS2870, and estimation of the soil reactivity and ground surface movement with seasonal fluctuations in moisture. n) indicative modulus and California bearing ratio (CBR) design parameters for pavement and slab design based on the soil type and strength encountered. o) soil classification in accordance with AS1170.4 for seismic design. p) confirmation on the presence (or absence) of actual or potential acid sulfate soil (ASS) and whether an ASS management plan (ASSMP) is required; and q) any geotechnical related hazards and possible solutions. r) to provide ongoing RPEQ geotechnical engineering specialists’ advice services, including inspection / investigation, records of recommendations and instructions which are required to be maintained on site and lodged for the on-maintenance acceptance of these works and recorded as Addendums to the approved geotechnical report. Timing: Prior to site/operational/building work commencing. 8f i) Submit Certification and Addendums to the above report as may be required due to unforeseen events during the construction and monitoring periods. Submit to Development Services certification from a Registered Professional Engineer Queensland, confirming that the works have been completed in accordance with the approved earthworks drawings and geotechnical report recommendations and any Addendums to the Geotechnical Report. Timing: Prior to building work above ground commencing. 8f ii) Submit all addendums to the geotechnical report Submit to Development Services any Addendums to the Geotechnical Report as prepared by Registered Professional Engineer Queensland. Timing: Prior to building work above ground commencing. |
As indicated |
| 46) Retaining Walls Design and construct all retaining walls and associated fences, in accordance with the relevant Brisbane Planning Scheme Codes and the following: - All retaining walls including the footings, must be located wholly within the property boundaries of the site where works are occurring - Runoff from surface drains and subsoil drainage associated with the retaining walls (irrespective of the height of the wall) must be collected and conveyed to a lawful point of discharge and must not cause any ponding, nuisance or disturbance to adjacent property owners. - Retaining walls to stabilise excavation must be set back from property boundaries to accommodate subsoil drainage without encroachment into the neighbouring property. This set back may vary depending on the height, structure and design of the retaining wall, surcharge loadings from neighbouring properties, and to provide a surface drain along the top of the retaining wall - For retaining walls in excess of 1.0m in
height: |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first: And then to be maintained. |
46(a) Certification of Retaining
Walls For retaining walls over 1.0m in height, obtain certification from a Registered Professional Engineer Queensland that the design and construction of the retaining walls and ancillary drainage are in accordance with the requirements of this condition. |
As indicated |
| 47) Access, Grades, Manoeuvring, Carparks, Signs and
Line Marking Construct and maintain access, parking and manoeuvring for vehicles on site in accordance with the relevant Brisbane Planning Scheme Codes, as indicated on the approved DRAWINGS AND DOCUMENTS, including the following: i. A pavement of minimum local road standard or equivalent pavement surface material (including associated drainage) to the area on which the largest design vehicles to access / egress the site will be driven and/or parked, i.e., including AV and B-doubles and Higher Mass Limit (HML) vehicles. ii. Access onto site and egress from the site in forward gear, and on-site manoeuvring for the use design vehicle, including AV and B-doubles and Higher Mass Limit (HML) vehicles, and for the loading and unloading of vehicle(s); iii. Parking on the site for minimum 2 car spaces / tenancy and for the loading and unloading of vehicle(s) within the site. viii. An appropriate area for the storage and collection of refuse, including recyclables, in a position which is accessible to service vehicles on the site. iv. Prepare and implement signs and line markings drawings that show the internal paved areas signed and delineated in accordance with the approved drawings and documents. The drawings must be prepared and certified by a Registered Professional Engineer Queensland in accordance with the relevant Brisbane Planning Scheme Codes and the Manual of Uniform Traffic Control Devices. v. Upgrade, as required, the existing vehicle access / egress crossovers to manage the largest design vehicles to access / egress the site, i.e., including AV and B-doubles and Higher Mass Limit (HML) vehicles. PROOF OF FULFILMENT Certification from a Registered Professional Engineer Queensland, that the above requirements have been implemented in accordance with this condition. Timing: Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first. |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first: And then to be maintained. |
| 48) Repair Damage to Kerb, Footpath or Road Repair any damage to the existing kerb and channel, footpath or roadway (including removal of concrete slurry from footways, roads, kerb and channel, stormwater gullies and drainlines) and re-instate existing traffic signs and pavement markings that have been removed or damaged during any works carried out in association with the approved development. |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first |
48(a) Interim Repairs If at any time during the construction phase of the approved development, damage to the existing kerb and channel, footpath or roadway creates unsafe, unreasonable and/or not fit for purpose conditions as assessed by Council, interim repairs must be undertaken as directed by Program Planning and Integration. Note: Any interim repairs required to be undertaken shall not be considered to satisfy the requirements of this condition for the permanent repair of the infrastructure prior to the issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first. Timing: While site / operational / building works is occurring. |
As indicated |
| 49) Minimum Flood Planning Levels Design and construct all building pad level, floor levels and ancillary structures to the appropriate flood planning level with freeboard (where required) in accordance with the relevant Brisbane Planning Scheme Codes and the approved drawings and documents, as follows: a) The minimum site earthworks pad level is to be 1% AEP at 2100, i.e., 3.10m AHD. b) The existing roads levels and site access points, i.e., at the development frontages of Dickson Road and Bancroft Road, must be at the minimum 2% AEP, i.e., 2.20m AHD at the crown of the road, as per BCC Flood Report and 2.10m AHD at the road shoulder. c) Essential Electrical services are to be at minimum of 1% AEP at 2100, i.e..3.10m AHD. Note 1: Definition of Essential Electrical Services. Essential services include any room used for fire control panel, telephone PABX, sensitive substation equipment, including transformers, low voltage switch gear, high voltage switch gear, battery chargers, protection control and communication equipment, low voltage cables, high voltage cables, and lift controls. PROOF OF FULFILMENT As-Constructed drawings prepared by a Registered Surveyor. The Registered Surveyor must certify that the development has been constructed in accordance with this condition. Timing: Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first. |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first |
| 50) Refuse Storage - On Site Collection Provide a roofed and wholly screened refuse enclosure utilising materials consistent with the development or a dedicated refuse storage room, as shown on the approved plans and documents. The enclosure/refuse storage room must be of a design to accommodate the quantity of refuse and recycling including source separation to allow for low servicing collection of the development. Bins must be located in an area which allows them to be manoeuvred from the bin storage area to the designated internal collection point. |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first: And then to be maintained. |
| 51) Future Road Widening The development must not prejudice the future road reserve widening along the Dickson Road frontage and its intersection with the Bancroft Road frontage. Keep the area clear of improvements and structures. The extent of the land to be set aside for a future road reserve widening is shown on BCC Road widening plan for the site, ref: RC16084 Issue 1 dated 21 October 2021, which forms part of the approved DRAWINGS AND DOCUMENTS. |
At all times |
| 52) On-Site Wastewater Treatment System (House within
SEQ Water Resource Catchment) Provide an on-site domestic wastewater treatment system. |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first: And then to be maintained. |
52(a) Submit Wastewater Treatment System
Design Submit for the approval of the Principal Officer, Plumbing Services, design details for an on-site domestic wastewater treatment system. The system must be designed in accordance with the Queensland Plumbing and Wastewater Code and: · Be designed in accordance with the SEQ Water Development Guidelines for water quality management in drinking water catchments; · Apply site analysis and minimum setbacks as stated in the SEQ Water Development Guidelines for water quality management in drinking water catchments to design; · Include a disinfection process to achieve the required microbiological quality and processes including chlorination, UV radiation, oxidation or membrane processes as per the Queensland Plumbing and Wastewater Code; · Include an emergency storage capacity of 1,000L with adequate buffering for shock loading and down time; · Include a secondary treated effluent system which is characterised by: (i) biochemical oxygen demand less than or equal to 20mg/L with no sample over 30mg/L; (ii) total suspended solids less than 30mg/L – with no sample over 45mg/L; (iii) faecal coliforms less than 200cfu/100mL with no sample over 1000cfu/L; or (iv) a composting or other alternative waste treatment system which ensures that the treated material does not cause an adverse impact on water quality through material allowing nutrients to enter surface waters or groundwater systems, including where the treated material is used for fertiliser or other soil improvement or otherwise disposed of. Timing: Prior to building work commencing |
As indicated |
52(b) Implement Approved Design Install the on-site domestic wastewater treatment system in accordance with the above approved design. Timing: Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first |
As indicated |
52(c) Obtain Certification Obtain certification from Plumbing Services that the on-site domestic wastewater treatment system has been installed in accordance with the above approved design. |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first |
| 53) Site Drainage - Major Provide an internal drainage system to collect stormwater run-off from
all proposed lots, roofed and developed surface areas and any run-off onto the
site from adjacent areas and convey the collected run-off to a lawful point of
discharge, in accordance with the relevant Brisbane Planning Scheme Codes,
and -
The layout
and profiles of the BCC Myrtletown Concept Road and Drainage Plan Revision 2.2
dated October 2018 received 4 August 2022 (amended in red 4 August 2022), and
Profiles/ Sections SK001, and - The approved set of
interim concept engineering drawings, as prepared by
at@l: o INTERNAL SITEWORKS AND DRAINAGE
LAYOUT PLAN STAGE 1 SHEET 1, 21-3169-C101 Issue C, received 16 May 2022
(amended in red 4 August 2022) o
ROADWORKS
AND DRAINAGE LAYOUT PLAN STAGE 1 SHEET 2 OF 2, 21-3169-C102 Issue A, received
16 May 2022 (amended in red 4 August 2022) o
BULK
EARTHWORKS LAYOUT PLAN STAGE 1 SHEET 1, 21-3169-C201 Issue B, received 16 May
2022 (amended in red 4 August 2022) And the following requirements:
a) All site stormwater run-off must discharge to the northern point of Bancroft Road and b) Any stormwater discharged to Dickson Road will require Brisbane Airport Corporation consent and c) Any stormwater discharged to the existing rear lots, i.e., Lot 7 & 8 RP72104 will also require consent of landowner Urban Utilities and Brisbane Airport Corporation d) There is no adverse impact to existing Lot 1 RP154348 e) Any stormwater discharged to Bancroft Road will conveyed to a lawful point of discharge by earth swale as required by the interim requirements, of the layout and profiles of the BCC Myrtletown Concept Road and Drainage Plan dated October 2018, as specified elsewhere in this conditions package. f) Stormwater quality treatment will be required at the Bancroft Road frontage before discharging to Bancroft Road and g) Stormwater detention is not required. h) Provide detailed existing land survey and existing contours of site and adjacent road frontages (to road centreline), with location of all existing utility services and infrastructure assets and proposed levels and contours. Notes: 1. The stormwater design must ensure the stormwater runoff from the site does not adversely impact on flooding or drainage (peak discharge and duration for all storm events up to the 1% AEP event) of properties that are upstream, downstream or adjacent to the site. Where a development has not specifically addressed this issue, the development may require implementation of one or more mitigation measures to offset adverse impacts, (e.g. stormwater detention, rainwater tanks, and upgrade of stormwater drainage infrastructure). a. Guidance for the preparation of drawings and/or documents to comply with this condition is provided in the Brisbane Planning Scheme Policies. 2. Where external works are required and infrastructure will be handed over to Council (e.g. Stormwater pipes 375mm or greater and/or manholes within the road reserve, etc), the applicant will be required to request an on-site Pre-Start with Council and ensure all future owned Council assets follow the On/Off Maintenance process in accordance with Councils Infrastructure Installation & Construction Requirements Manual. a. Guidance for requesting a pre-start and co- ordinating the On/Off Maintenance process can be found on Council's website (https://www.brisbane.qld.gov.au/planning-and-building/applying-and-post- approval/on-and-off-maintenance-approvals). |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first: And then to be maintained. |
53(a) Submit Site Drainage
Drawings Submit to, and obtain approval from, Development Services, site drainage drawings and engineering calculations, prepared and certified by a Registered Professional Engineer Queensland, in accordance with the relevant Brisbane Planning Scheme Codes. Notes: -
Queensland Building and Construction Commission licensed hydraulic
consultants may design the stormwater system for sites less than 2000m2 with an
upstream catchment servicing no more than 4 residential lots. This
excludes stormwater drainage design (including subsoil drainage) of basements
in flood planning areas and the design of any onsite stormwater detention
system Timing: Prior to site/operational/building work commencing |
As indicated |
53(b) Implement Approved
Drawings Carry out the works in accordance with the approved site drainage drawings. Timing: Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first. |
As indicated |
53(c) Submit As Constructed
Drawings Submit to Development Services As Constructed drawings prepared and certified by a Registered Professional Engineer Queensland or a Queensland Building and Construction Commission licensed hydraulic consultants (where applicable). Note: To be submitted via DA- ComplianceEngineering@brisbane.qld.gov.au and include the site address, A00 reference and Condition number in the subject line. Timing: Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first. PROOF OF FULFILMENT Certification from a Registered Professional Engineer Queensland or Queensland Building or Construction Commission licensed hydraulic consultants (where applicable) confirming that the works have been completed in accordance with the above stormwater drawings. Timing: Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first. |
As indicated |
| 54) Work for Stormwater Network (Non-Trunk) Construct stormwater drainage to service the development ensuring that
the works are connected to a lawful point of discharge in accordance with the
relevant Brisbane Planning Scheme Codes, and - The layout and profiles
of the BCC Myrtletown Concept Road and Drainage Plan Revision 2.2
dated October 2018 received 4 August 2022 (amended in red 4 August 2022), and
Profiles/ Sections SK001, and - The approved set of
interim concept engineering drawings, as prepared by at@l: o
INTERNAL
SITEWORKS AND DRAINAGE LAYOUT PLAN STAGE 1 SHEET 1, 21-3169-C101 Issue C,
received 16 May 2022 (amended in red 4 August 2022) o
ROADWORKS
AND DRAINAGE LAYOUT PLAN STAGE 1 SHEET 2 OF 2, 21-3169-C102 Issue A, received
16 May 2022 (amended in red 4 August 2022) o
BULK
EARTHWORKS LAYOUT PLAN STAGE 1 SHEET 1, 21-3169-C201 Issue B, received 16 May
2022 (amended in red 4 August 2022) And the following
requirements: a) Construct non-trunk interim earth swale along the
Bancroft Road frontage to collect stormwater run-off from the site stormwater
discharge point and convey flows to the corner of Bancroft Road and Marine
Road. b) Construct non-trunk stormwater culverts (minimum 4 x
1200w x 300h – with engineering calculations) to convey the subject
site’s stormwater discharge flows under Bancroft Road, at the
intersection of Marine Road. c) Construct non-trunk interim earth
swale along Marine Road (from Bancroft Road to Main Beach Road) for the site
stormwater. d) Detailed existing land survey, with contours, of site and adjacent road frontages (to road centreline), with location of all existing utility services and infrastructure assets. Note: Guidance for the preparation of drawings and/or documents to comply with this condition is provided in the Brisbane Planning Scheme Policies. Note: This condition is imposed under section 145 of the Planning Act 2016. |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first |
54(a) Submit Stormwater
Drawings Submit to, and obtain approval from, Development Services, stormwater drawings and engineering calculations, prepared and certified by a Registered Professional Engineer Queensland in accordance with the relevant Brisbane Planning Scheme Codes. Timing: Prior to site/operational/building work commencing. |
As indicated |
54(b) Implement Approved
Drawings Construct the works in accordance with the above approved stormwater drawings. Timing: Prior to On-Maintenance Acceptance. |
As indicated |
54(c) Submit As Constructed
Drawings Submit to Development Services As Constructed drawings including an asset register and a pre-On Maintenance Inspection Checklist, prepared and certified by a Registered Professional Engineer Queensland. Timing: Prior to On-Maintenance Inspection. |
As indicated |
54(d) Submit Certification Submit to Development Services certification from a Registered Professional Engineer Queensland, confirming that the works have been completed in accordance with the above approved stormwater drawings. Timing: Prior to on-maintenance inspection. |
As indicated |
| 55) Ponding of Stormwater Carry out the approved development to ensure that adjoining properties and roads are protected from ponding or nuisance from stormwater during construction. Notes: If remedial works are necessary to comply with this condition, prior approval must be obtained from Development Services.
|
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first |
| 56) Street Lighting Provide street lighting in accordance with the requirements of this approval and the relevant Brisbane Planning Scheme Codes. Note: For required lighting categories please refer to the roadworks and/or pathway conditions within this conditions package. PROOF OF
FULFILMENT Evidence of an agreement with an electricity supply authority to provide a public lighting system in accordance with the approved street lighting design drawings. |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first |
| 57) Service Conduits and Mains Provide and install all
service conduits and meet the cost of any alterations to public utility mains,
existing mains, services, street lighting or installations that are required to
carry out the approved development. These works must be in accordance with the
relevant Brisbane Planning Scheme Codes, and include the following, where
applicable: Note: |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first |
57(a) Submit As Constructed
Drawings Submit to Development Services As Constructed drawings, including an asset register, prepared and certified by a Registered Professional Engineer Queensland. Timing: Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first. PROOF OF FULFILMENT Certification from a Registered Professional Engineer Queensland, confirming that the works have been completed in accordance with the requirements of this condition. Note: Civil works are to be certified by a RPEQ(Civil) and electrical works are to be certified by a RPEQ (Electrical). |
As indicated |
| 58) Telecommunications Submit to Development Services, certification from
an authorised telecommunications carrier/contractor, that the following works
and infrastructure have been undertaken and installed in accordance with
telecommunications industry standards: |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first |
| 59) Agreement with Electricity Supplier Submit to Development Services, evidence of an agreement with an electricity supplier to provide necessary services to the development in accordance with the relevant Brisbane Planning Scheme Codes. Where development is within an established area of overhead electricity supply and the electricity supplier determines that a property pole is the appropriate solution to supply electricity to the development, the developer must be responsible for the installation of the property pole(s). In the above circumstances, submit to Development Services, certification from the developer's electrical consultant confirming that the above installation has been completed in accordance with the relevant AS/NZS Standards and the Queensland Electricity Connection Manual (QECM) and Queensland Electricity Metering Manual (QEMM). |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first |
| 60) Construct Private Internal Fire Main and
Hydrant(s) Construct a private internal water main with fire hydrant(s) to serve the development where any point of a possible building envelope is or will be more than 80 metres (when the distance is measured around the perimeter of the building envelope) from a Urban Utilities (UU) hydrant. The main is to be designed and constructed in accordance with the current version of the 'Fire Hydrant and Vehicle Access Guidelines for Residential, Commercial and Industrial Lots' (GuRCIL) by the Queensland Fire and Emergency Services and the relevant Brisbane Planning Scheme Codes. Where the unassisted water supply cannot meet the flow & pressure requirements of the GuRCIL, the design & installation of a Fire Hydrant System is to be in accordance with the current version of AS2419. Accessible hardstand is to be provided for emergency vehicles within 20m of a fire hydrant(s) and the design and installation is to satisfy the requirements for feed hydrants of the current version of GuRCIL. Where emergency vehicles cannot be located within 20m of a fire hydrant(s), the design & installation of the Fire Hydrant System is to be in accordance with the current version of AS2419. The private main shall be supplied from a Urban Utilities (UU) water service and meter. This water service requirement is to be included in the development's Water Approval. |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first |
60(a) Access and Ownership of
Main The hydrants must be located to allow 24 hour access for emergency and maintenance vehicles. Ownership and maintenance responsibility for the private main and hydrant(s) must exist and remain with a single legal entity, which represents the owner(s) of any property served by the private main and hydrant(s). This legal entity is to be to the satisfaction of UU for billing purposes and is to be a requirement of the development's Water Approval. This legal entity must remain in place for the life of the development, be responsible for the cost of water consumption charges at the UU boundary meter and be responsible for maintaining the private main and hydrant(s), for the life of the development. The responsibilities of the legal entity must remain in effect on transfer of the property title. Timing: at all times. |
As indicated |
60(b) Submit Hydraulic Plan Submit detailed hydraulic plans to and obtain Compliance Permit from Plumbing Services for regulated work (Plumbing and Drainage Installation) under the Plumbing and Drainage Act 2018. Timing: Prior to site/operational/building work commencing. |
As indicated |
60(c) Implement Approved Plans Construct the works in accordance with the approved hydraulics plan. Obtain a Compliance Certificate for the constructed works from the Manager, Plumbing Services Group. Timing: Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first. |
As indicated |
60(d) Notify Future Owners The developer must notify all future and potential property owners of the private fire main and hydrants, and ownership responsibilities for the private fire main and fire hydrant. Timing: At the time of marketing the lot for sale. PROOF OF
FULFILMENT Submit the following documentation to Development Services: - Copy of UU Connection Certificate, indicating all requirements of the developer's Water Approval have been satisfied. - Provide a Statutory Declaration that future and potential property owners will be advised of the private fire fighting infrastructure, who owns that infrastructure and the maintenance responsibilities for the infrastructure. |
As indicated |
| 61) Water and Wastewater Pursuant to Schedule 18 of the Planning Regulation 2017 submit to Development Services, documentary evidence, issued by the relevant distributor-retailer, to verify that the conditions of any necessary connection certificate under the South-East Queensland Water (Distribution and Retail Restructuring) Act 2009, have been complied with. |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first |
| 62) Permanent Driveway Crossover Upgrade the existing vehicle access / egress pavement crossovers to the site to manage the largest design vehicles to access / egress the site, i.e., including AV and B-doubles and Higher Mass Limit (HML) vehicles in accordance with the relevant Brisbane Planning Scheme Codes. Note 1: Written consent must be obtained from BCC - Field Services, Program Planning and Integration Arborist prior to any works occurring that will either impact on or require removal of a street tree (this includes pruning and excavation within the root zone/canopy of the tree) Note 2: At all times during construction of the crossover, safe pedestrian access along the site frontage must be maintained. Note 3: No further driveway permit is required however additional footway permits or lane closure permits may be required for footpath/verge closures and/or lane closures. These permits must be obtained prior to construction of the crossover. |
Prior to issue of Certificate of Occupancy/Final Inspection Certificate or prior to commencement of use, whichever comes first: And then to be maintained. |
| 63) Construction Noise and Dust Emissions Pursuant to the Environmental
Protection Act 1994, all development involving the emission of noise and dust
from building and/or construction activities, must ensure that the emissions
are in accordance with the requirements of the Act. |
As indicated |
| 64) Contaminated Materials and Soils Any contaminated materials or soils encountered during siteworks, must be handled, stored and disposed of in accordance with the requirements of the relevant authority of the Queensland Government. A person must not dispose of contaminated soil or a hazardous substance at a place other than at a place approved by the relevant authority of the Queensland Government. |
As indicated |
| 65) Management of Asbestos Disposal, handling and restoration of any building materials containing asbestos must be in accordance with current state and federal legislation. |
As indicated |
| 66) Plumbing and Drainage Work Pursuant to the Plumbing and Drainage Act 2018, any plumbing and drainage work must be carried out in compliance with the Plumbing and Drainage Regulation 2019. Plumbing and drainage permit work requires approval by Brisbane City Council prior to the work being carried out. |
As indicated |
| 67) Currency Period The currency period for this development approval is stated in the Decision Notice and is expressed as a date. This development approval lapses at the end of the currency period (the date stated in the decision notice) pursuant to section 85 of the Planning Act 2016. |
As indicated |
| 68) Referral Agency Requirements The Department of State
Development, Infrastructure, Local Government and
Planning as Concurrence agency has imposed
the requirements contained in the letter dated 28 April 2022 (SARA reference:
2203-27694 SRA). |
As indicated |
| 69) Environmentally Relevant Activity All development involving an Environmentally Relevant Activity as defined by the Environmental Protection Regulation 2008 requires an application for a Material Change of Use for an Environmentally Relevant Activity. Applications must be submitted to the relevant administering authority (State Government Agency or Brisbane City Council), in accordance with the Environmental Protection Act 1994 and the Planning Act 2016. For further information contact the relevant Queensland State Government department on 13 QGOV. |
As indicated |
| 70) Damage to Trees on Adjoining Land Please note that any damage caused to vegetation on adjoining land as a result of exercising this development approval may result in an offence under other legislation (e.g. Natural Assets Local Law) and/or civil action |
As indicated |
| 71) Fire Ant Movement Controls To prevent the spread of fire ants, the Queensland Government has implemented improvement controls in areas of Queensland (biosecurity zones) where this pest species has been detected. These controls apply to individuals and commercial operators and restrict the movement of materials that could carry fire ants which include soil, turf, potted plants, mulch, baled hay or straw, animal manures, mining or quarry products. Breaches of these controls can potentially impact the community, economy and the environment. Penalties for non-compliance with movement controls within fire ant biosecurity zones apply under the Biosecurity Act 2014. For further information contact the relevant Queensland State Government department on 13 QGOV. |
As indicated |