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P0433-25-001_17_Bottlebrush_Avenue_ESR · MCU26/0001
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Engineering Services Report Engineering Services Report Prepared for Made Capital PTY LTD Reference No. P0433-25-001 7 January 2026
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Section 2
Document Control
Document Engineering Services Report
Synergy12d://remote.recorconsulting.com/RECOR/Clients/0433 Made Capital/P0433-
File Location
25-001 17 Bottlebrush Avenue, Noosa Heads/03 Engineering/01 Civil/Reports/ESR
Project Name 17 Bottlebrush Avenue
Project Number P0433-25-001
Revision Number 1
Revision History
Revision Date Reason Prepared By Reviewed By Approved for Issue
No. By
1 07/01/2025 Initial Report John McLaughlan Eoin Whitmore Eoin Whitmore
Issue Register
Distribution List Date Issued Number of Copies
RECOR Company Details
Approved by Eoin Whitmore
Address Level 11
269 Wickham Street
Fortitude Valley QLD 4006
Telephone 0451453640 Website www.recor.au
Email [email protected]
Signature RPEQ 34231
The information within this document is and shall remain the property of RECOR.
17 BOTTLEBRUSH AVENUE, NOOSA HEADS 7 January 2026
Engineering Services Report
Client Reference: P0433-25-001
Prepared for Made Capital PTY LTD
Section 3
Disclaimer Notice
This document is confidential and has been prepared exclusively to support the development application for the
proposed development. It is issued in accordance with the Consultancy Agreement between RECOR and Made
Capital under which RECOR was engaged to perform a specific and limited scope of work for Made Capital.
The contents of this report are strictly confined to the matters outlined within and are subject to various
assumptions, qualifications, and limitations. No implicit applicability to other matters should be inferred. RECOR
makes no representation that the scope, assumptions, qualifications, or exclusions within this report will be
appropriate for any other purpose, nor does it assert that the report comprehensively addresses all matters of
potential relevance to the reader.
This report must be read in its entirety, as the executive summary does not serve as a replacement. Any
subsequent reports must be considered in conjunction with this document.
This report supersedes all prior drafts or interim versions, whether written or verbally presented, preceding its
issue date. It has not been and will not be updated to reflect events, transactions, or material changes occurring
after its issuance. RECOR assumes no obligation to notify the recipient of any such developments or to revise the
report accordingly.
Unless expressly agreed otherwise in writing, RECOR disclaims any duty of care or legal responsibility in relation
to this report, its associated inquiries, advice, or related work. Furthermore, RECOR does not extend any
representation regarding this report to any party other than Made Capital. Any third party who obtains a copy of
this report, whether in whole or in part, or engages in discussions regarding its content with RECOR, acknowledges
and accepts that they may not rely on this report or any associated information or advice for any purpose.
17 BOTTLEBRUSH AVENUE, NOOSA HEADS
7 January 2026
Engineering Services Report
Client Reference: P0433-25-001
Prepared for Made Capital PTY LTD
Section 4
Table of Contents
Executive Summary .................................................................................................................................................. 4
1 Project Background ....................................................................................................................................... 5
1.1 Supporting Documentation and Reports ................................................................................................... 6
2 Infrastructure Considerations....................................................................................................................... 7
2.1 Overview...................................................................................................................................................... 7
2.2 Site Access .................................................................................................................................................. 8
2.3 Earthworks................................................................................................................................................... 8
2.4 Drainage ...................................................................................................................................................... 9
2.5 Sewer Infrastructure ................................................................................................................................. 10
2.6 Water Infrastructure ................................................................................................................................. 10
2.7 Electrical and Communications ................................................................................................................. 11
3 Conclusion .................................................................................................................................................... 12
List of Figures
Figure 1-1 Proposed Development Location (Source: QLD Globe, 2025)........................................................................................... 6
Figure 2-1 Proposed Development (Blackwood, 2025) ................................................................................................................................ 7
Figure 2-2 Site Access (QLD Globe, 2025) .......................................................................................................................................................... 8
Figure 2-3 Proposed Earthworks and Retaining Walls (RECOR, 2025) ................................................................................................ 9
Figure 2-4 Stormwater Layout Plan (RECOR, 2025) ....................................................................................................................................... 9
Figure 2-5 Water and Sewer Reticulation (UW, 2025) ................................................................................................................................10
Figure 2-6 Cable Plan (BYDA, 2025) .....................................................................................................................................................................11
Appendices
Appendix A – Detailed Design Drawings
Appendix B – BYDA
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Engineering Services Report
Client Reference: P0433-25-001
Prepared for Made Capital PTY LTD
Section 5
Executive Summary
RECOR has been engaged by Made Capital to prepare an Engineering Services Report (ESR) to support a
Development Approval and Operational Works application to Noosa Shire Council (NSC), and any nominated
referral agencies, for a Material Change of Use (MCU) at 17 Bottlebrush Avenue, Noosa Heads (Lot 143 RP88934).
The proposal seeks to replace the existing single residential dwelling with a multiple residential dwelling and
includes stormwater drainage and detention works, water and sewer servicing, and driveway access
arrangements. This ESR outlines the proposed engineering servicing strategy and identifies the key engineering
planning considerations relevant to the application.
The report assesses key servicing opportunities, constraints, and requirements associated with existing site
conditions, proposed earthworks, vehicle access, utility servicing, and Erosion and Sediment Control (ESC). It
demonstrates that the development can be appropriately serviced by existing local infrastructure networks—
including stormwater, water, sewer, electricity, and telecommunications—while meeting NSC standards and
guidelines.
The key engineering considerations and servicing strategy are summarised below:
• Site Access – An existing driveway from Bottlebrush Avenue will provide access to the site during
construction. The proposed development includes a new internal driveway to service the on-site car
parks.
• Earthworks – Site regrading will direct overland flow into a pit and pipe system conveying runoff to the
southwest into a detention tank. Retaining walls and earthworks will be required to achieve compliant site
grading.
• Erosion and Sediment Control – An ESC Plan will be prepared at the operational works stage to ensure
appropriate sediment, erosion, and dust control measures are implemented throughout construction.
• Flood Overlay – Flood mapping indicates that the site is not affected by flooding or overland flow.
• Stormwater / Drainage – Internal drainage will convey runoff to the proposed detention tank for storage
and controlled discharge to a single lawful point of discharge, in accordance with NSC requirements and
relevant Australian Standards.
• Sewer Infrastructure – Unitywater sewer reticulation is located within the southern corner of the site,
providing a potential connection point, subject to Unitywater approval.
• Water Infrastructure – A potential water connection exists via the existing 100 mm diameter water main
in Bottlebrush Avenue. Final suitability will be confirmed through the Unitywater connection application
process.
• Electrical and Telecommunications – Electrical supply is available via the existing overhead service within
the Bottlebrush Avenue verge. NBN and Telstra services are also available within Bottlebrush Avenue,
providing suitable connection points.
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Engineering Services Report
Client Reference: P0433-25-001
Prepared for Made Capital PTY LTD
Section 6
1 Project Background
RECOR has been engaged by Made Capital to prepare an Engineering Services Report (ESR) to support a Material
Change of Use application for multiple residential dwellings at Lot 143 on RP88934, located at 17 Bottlebrush
Avenue, Noosa Heads. Figure 1-1 and Figure 2-1 illustrate the site location and proposed development layout.
The site has an area of approximately 505 m² and currently contains an existing dwelling and retaining walls. The
remainder of the site comprises grassed open space with scattered vegetation, including several trees located at
the front and rear of the property.
A Unitywater sewer maintenance hole (Asset ID 2668954) is located within the southern corner of the site and
connects to a 150 mm diameter sewer main, providing a viable connection point for the proposed development,
subject to Unitywater approval. The site is currently serviced by a 100 mm diameter water main located within
Bottlebrush Avenue.
The existing impervious area is approximately 190 m² (approximately 37.6% of the site area). The proposed
development will increase impervious cover to approximately 66.5%, primarily due to the construction of the new
dwelling footprint and driveway.
Table 1-1 Property Details
Site Details Parameters
Site Location 17 Bottlebrush Avenue, Noosa Heads QLD
Lot Number 143 RP88934
Intended Land Use Material Change of Use for Multiple Residential Dwellings
Development Area 505 m2
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Engineering Services Report
Client Reference: P0433-25-001
Prepared for Made Capital PTY LTD
Section 7
Figure 1-1 Proposed Development Location (Source: QLD Globe, 2025)
1.1 Supporting Documentation and Reports
The ESR is supported by technical documentation and reports which provide the basis for the engineering
recommendations and support the Development Approval application.
• Civil Design Drawings prepared by RECOR, file No: P0433-25-001_17_Bottlebrush_Avenue_REVA
• Site specific Stormwater Management Plan prepared by RECOR, file No: P0433-25-
001_17_Bottlebrush_Avenue_SWMP
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Engineering Services Report
Client Reference: P0433-25-001
Prepared for Made Capital PTY LTD
Section 8
2 Infrastructure Considerations
2.1 Overview
RECOR Consulting has undertaken a comprehensive desktop review of the Noosa Shire Council online mapping
system to identify opportunities and constraints associated with the proposed development. A detailed design
model has been prepared to support the engineering assessment.
The site is zoned High Density Residential under the NSC Planning Scheme – Zones and Overlays. The proposed
development comprises one multiple residential building containing four apartments, a single access driveway,
and a stormwater detention tank, as shown in Figure 2-1.
Figure 2-1 Proposed Development (Blackwood, 2025)
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Engineering Services Report
Client Reference: P0433-25-001
Prepared for Made Capital PTY LTD
Section 9
2.2 Site Access
Vehicle access to the site will be provided from Bottlebrush Avenue, as shown in Figure 2-2. A single internal
driveway will service the development, providing access to the basement car park and visitor parking areas. The
driveway crossover will be designed and constructed in accordance with NSC standards and requirements.
Figure 2-2 Site Access (QLD Globe, 2025)
2.3 Earthworks
Site grading will direct surface runoff into the proposed stormwater infrastructure, which will collect all runoff and
convey it to the proposed detention tank located in the south-western portion of the site, maintaining the lawful
point of discharge.
The detention tank will provide stormwater quantity management. Additional works are proposed to optimise
stormwater conveyance from the Bottlebrush Avenue kerb and channel to the existing stormwater pit (refer to
Section 3 of the SWMP).
Cut will primarily be undertaken to achieve suitable levels for construction of the proposed development, as shown
in Figure 2-3.
Earthworks and grading are detailed on Drawing C100 within the DA/OPW Drawing set (Appendix A). An ESC Plan
will be prepared and submitted as part of this application, see C120 for Sediment and Erosion Site Stabilisation
Plan.
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Engineering Services Report
Client Reference: P0433-25-001
Prepared for Made Capital PTY LTD
Section 10
Figure 2-3 Proposed Earthworks and Retaining Walls (RECOR, 2025)
2.4 Drainage
Stormwater management for the development is detailed in the Stormwater Management Plan (SWMP) prepared
by RECOR. The proposed detention tank has been designed to limit post-development discharge to pre-
development flow rates, with all internal drainage directed to the tank for detention and controlled release.
All stormwater infrastructure will be designed and constructed in accordance with NSC requirements and relevant
Australian Standards. Refer to Appendix A – Drawing C210 for detailed drainage design information.
Figure 2-4 Stormwater Layout Plan (RECOR, 2025)
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Engineering Services Report
Client Reference: P0433-25-001
Prepared for Made Capital PTY LTD
Section 11
2.5 Sewer Infrastructure
A Unitywater sewer maintenance hole is located within the southern corner of the site and provides a potential
connection point for the proposed development. Unitywater mapping indicates a surface level of 31.30 m AHD and
an invert level of 29.68 m AHD, providing sufficient depth for a gravity sewer connection.
Refer to Figure 2-5 and Appendix A – Drawing C401 for details.
2.6 Water Infrastructure
The proposed development can be serviced by the existing 100 mm diameter water main located within
Bottlebrush Avenue. Unitywater mapping confirms the presence of this main and identifies it as a suitable
connection point, subject to Unitywater approval.
Refer to Figure 2-5 and Appendix A – Drawing C401 for further details.
Figure 2-5 Water and Sewer Reticulation (UW, 2025)
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Engineering Services Report
Client Reference: P0433-25-001
Prepared for Made Capital PTY LTD
Section 12
2.7 Electrical and Communications
Electrical supply is available via the existing overhead service located within the Bottlebrush Avenue verge. NBN
and Telstra services are also available within the verge, providing suitable connection points for the proposed
development without the need for network upgrades.
Figure 2-6 Cable Plan (BYDA, 2025)
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Engineering Services Report
Client Reference: P0433-25-001
Prepared for Made Capital PTY LTD
Section 13
3 Conclusion
RECOR has been engaged by Made Capital to prepare this ESR in support of a Development Approval and
Operational Works application to Noosa Shire Council and any nominated referral agencies for the proposed
Material Change of Use at 17 Bottlebrush Avenue, Noosa Heads.
This ESR demonstrates that the proposed multiple residential development can be effectively serviced in
accordance with Council requirements and best-practice engineering principles. The report confirms that the site
can be appropriately serviced by existing stormwater, water, sewerage, electricity, and telecommunications
infrastructure, subject to standard authority approvals.
The key engineering considerations and servicing strategy are summarised below:
• Site Access – An existing driveway from Bottlebrush Avenue will provide access to the site during
construction. The proposed development includes a new internal driveway to service the on-site car
parks.
• Earthworks – Site regrading will direct overland flow into a pit and pipe system conveying runoff to the
southwest into a detention tank. Retaining walls and earthworks will be required to achieve compliant site
grading.
• Erosion and Sediment Control – An ESC Plan will be prepared at the operational works stage to ensure
appropriate sediment, erosion, and dust control measures are implemented throughout construction.
• Flood Overlay – Flood mapping indicates that the site is not affected by flooding or overland flow.
• Stormwater / Drainage – Internal drainage will convey runoff to the proposed detention tank for storage
and controlled discharge to a single lawful point of discharge, in accordance with NSC requirements and
relevant Australian Standards.
• Sewer Infrastructure – Unitywater sewer reticulation is located within the southern corner of the site,
providing a potential connection point, subject to Unitywater approval.
• Water Infrastructure – A potential water connection exists via the existing 100 mm diameter water main
in Bottlebrush Avenue. Final suitability will be confirmed through the Unitywater connection application
process.
• Electrical and Telecommunications – Electrical supply is available via the existing overhead service within
the Bottlebrush Avenue verge. NBN and Telstra services are also available within Bottlebrush Avenue,
providing suitable connection points.
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Engineering Services Report
Client Reference: P0433-25-001
Prepared for Made Capital PTY LTD
Section 14
Appendix A – Detailed Design Drawings
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Engineering Services Report
Client Reference: P0433-25-001
Prepared for Made Capital PTY LTD
Section 15
THE CANOPY RESIDENCES
17 BOTTLEBRUSH AVENUE, NOOSA HEADS, QLD, 4567, Australia
MADE CAPITAL
IVE
GR
AN
R
SA D
TST
NO O
SITE LOCATION
DRAWING LIST
DWG NO DWG TITLE
C000 COVER SHEET LOCALITY AND DRAWING INDEX
NA
IR
C002 GENERAL NOTES
AN
A
RE
C005 EXISTING FEATURES LAYOUT PLAN
ST
C100 BULK EARTHWORKS LAYOUT PLAN
C102 BULK EARTHWORKS SECTIONS
C120 SEDIMENT AND EROSION SITE STABILISATION PLAN
C125 SEDIMENT AND EROSION CONTROL NOTES
BO C130 BASEMENT LAYOUT PLAN
TT
LE C131 GROUND FLOOR LAYOUT PLAN
BR
US C210 ROADWORKS AND DRAINAGE LAYOUT PLAN
H
AV C220 DRIVEWAY LONGITUDINAL SECTION
E
C315 STORMWATER DRAINAGE CATCHMENT PLAN
A ROW
C320 STORMWATER DRAINAGE LONGITUDINAL SECTIONS
SU
NS
C340 STORMWATER DRAINAGE CALCULATION TABLE
HI
BERRIM
NE
C350 STORMWATER DRAINAGE DETAILS
BE
C401 SEWER AND WATER LAYOUT PLAN
AC
H
RD
NEARMAP
LOCALITY PLAN
SCALE: NTS
NOT FOR CONSTRUCTION
---- ---- ---- ---- ---- North Point Approved Project Address Title
---- ---- ---- ---- ----
EOIN WHITMORE
17 BOTTLEBRUSH AVENUE, NOOSA COVER SHEET, DRAWING INDEX AND LOCALITY PLAN
N
---- ---- ---- ---- ---- 31423 07/01/26 HEADS, QLD, 4567, Australia
---- ---- ---- ---- ---- For and on behalf of RECOR Pty Ltd.
---- ---- ---- ---- ---- Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
---- ---- ---- ---- ---- NTS www.recor.au | ABN 89 647 469 707 MADE CAPITAL 17 BOTTLEBRUSH AVENUE, NOOSA HEADS A1
A 07/01/26 ISSUED FOR OPW APPROVAL CS EW COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description. P0433-25-001 C000 A
Section 16
GENERAL NOTES: ROADWORKS AND DRAINAGE NOTES EARTHWORKS NOTES DRAWINGS.
12. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS.
1. IT IS RECOMMENDED THAT THE GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE SOIL
1. THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, PLANT AND EQUIPMENT TO CONSTRUCT THE WORKS 1. ALL WORKS SHALL BE IN ACCORDANCE WITH THE RELEVANT AUTHORITY'S STANDARD DRAWINGS, METHODS 13. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED MANAGEMENT PLANS.
CONDITIONS PRIOR TO EARTHWORKS COMMENCING.
AS DOCUMENTED AND STRICTLY IN ACCORDANCE WITH THE RELEVANT AUTHORITY STANDARDS, AND SPECIFICATIONS. 14. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE INSTALLED INCLUDING BUT NOT
2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM OVER THE EXTENT OF THE
SPECIFICATIONS AND REQUIREMENTS. NOT WITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN ON THE CROSS SECTIONS, LIMITED TO SHAKE DOWNS, SILT FENCE ETC IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL
WORKS UNLESS DIRECTED OTHERWISE AND STOCKPILED WHERE REQUIRED FOR FILL OF LANDSCAPING
2. THE EXISTING SERVICES THAT ARE SHOWN ON THE DRAWINGS ARE PROVIDED FOR INFORMATION PURPOSES THE ACTUAL LIMITS SHALL BE DETERMINED ON-SITE BY THE SUPERINTENDENT DURING PLAN
AREAS. TOPSOIL MATERIALS MUST NOT BE USED IN STRUCTURAL FILL.
ONLY. NO RESPONSIBILITY IS TAKEN BY THE SUPERINTENDENT OR THE PRINCIPAL FOR INFORMATION THAT HAS CONSTRUCTION AND SIMILARLY THE FINISHED SURFACE CONTOURS MAY BE ADJUSTED BY 15. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING WALLS
3. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR SOFT MATERIALS ENCOUNTERED
BEEN SUPPLIED BY OTHERS, OR ANY EXISTING SERVICES THAT MAY BE PRESENT NOT SHOWN ON THE WRITTEN DIRECTION OF THE SUPERINTENDENT DURING CONSTRUCTION. (TEMPORARY OR PERMANENT) AS PER RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION.
SHOULD BE REMOVED DURING SUBGRADE PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE
DRAWINGS. THE CONTRACTOR SHALL VERIFY THE POSITION OF ANY UNDERGROUND SERVICES WITHIN THE 3. NEW CONSTRUCTION SHALL BE NEATLY JOINED TO EXISTING FORMATION. WHERE REQUIRED, THE EXISTING 16. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON UNPAVED ROADS, ACCESS TRACKS AND
MATERIAL TO BE REMOVED FROM SITE.
AREAS OF WORKS AND SHALL BE RESPONSIBLE FOR MAKING GOOD ANY DAMAGE THERETO. ANY ALTERATION FORMATION SHALL BE SAW CUT IN ACCORDANCE WITH IPWEAQ STD DRG RS-170. LEVELS AND GRADIENTS AT STOCKPILES AT A SUFFICIENT LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS ARE
4. COMPACTION OF EXPOSED SAND SUBGRADE REQUIRES SUBSTANTIAL VOLUMES OF WATER COMBINED
WORKS TO SERVICES WILL BE CARRIED OUT ONLY BY THE SERVICE OWNER AUTHORITY UNLESS APPROVED CONNECTIONS WITH EXISTING WORKS MAY BE VARIED AS REQUIRED TO ACHIEVE A SMOOTH CONNECTION. TO COVER OR ENCLOSE STOCKPILES WHERE REASONABLY PRACTICAL TO RESTRICT DUST MOVEMENT.
WITH VIBRATORY COMPACTION EQUIPMENT. CARE MUST BE TAKEN TO ENSURE THERE ARE NO IMPACTS ON
OTHERWISE. 5. THE CONTRACTOR SHALL SUPPLY THE SUPERINTENDENT WITH THE SUBGRADE TEST RESULTS NECESSARY 17. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE CONTRACTOR IS
SURROUNDING STRUCTURES. MATERIAL TO BE COMPACTED IN ACCORDANCE WITH GEOTECHNICAL
3. ALL CONSTRUCTION ACTIVITIES UNDERTAKEN SHALL COMPLY WITH CURRENT WORKPLACE HEALTH AND SAFETY FOR ALL PAVEMENT DESIGN. TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
REPORT AND AS1289.
REQUIREMENTS AND LEGISLATION. 6. THE CONTRACTOR SHALL ENSURE A MINIMUM OF 100mm TOPSOIL TO ALL VERGE AND BATTER AREAS (AND 18. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE
5. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE REQUIRED ON SOIL SUBGRADES ALONG
4. PRIOR TO COMMENCING WORK, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL RELEVANT LOCAL STABILISATION AS ORDERED) GEOTECHNICAL ENGINEER AS OUTLINED IN THE GEOTECHNICAL INVESTIGATION REPORT. TEMPORARY
HAUL ROADS AND LAYDOWN AREAS TO IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN WOULD BE
AUTHORITY PERMITS. 7. THE CONTRACTOR SHALL INSTALL ALL FOOTPATH AND PRAM RAMPS IN COMPLIANCE WITH THE AUTHORITY'S UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED AT 1V:2H, AND IN MEDIUM DENSE
REQUIRED PRIOR TO MOBILISATION AND TRAFFICKING OF ANY HEAVY MOBILE PLANT ON THE SITE.
5. THE CONTRACTOR SHALL NOT COMMENCE THE DEMOLITION OF ANY EXISTING BUILDINGS AND/OR STRUCTURES STANDARD DRAWINGS. PRAM RAMPS ARE TO BE LOCATED CLEAR OF DRAINAGE GULLY PITS AND FUTURE SAND AT 1V:1H FOR BATTERS UP TO 3M IN HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY GEOTECHNICAL
6. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED WHERE UNSUITABLE NATURAL
WITHOUT APPROVAL FROM THE SUPERINTENDENT. DRIVEWAY POSITIONS INDICATED ON THE LAYOUT PLANS. ENGINEER.
MATERIALS ARE LOCATED AND AS OTHERWISE NECESSARY TO OBTAIN SUBGRADE/PLATFORM LEVEL.
6. THE CONTRACTOR SHALL APPLY INDUSTRY BEST PRACTICE SO WORKS SHALL NOT DISTURB OR AFFECT NEARBY 8. THE CONTRACTOR SHALL INSTALL SUBSOIL DRAINS UNDER ALL KERBS AS REQUIRED BY THE LOCAL 19. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE ACHIEVED, TEMPORARY SHORING WILL BE
IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN GRADED MATERIAL FREE OF ORGANIC MATTER AND
RESIDENTS EITHER BY DUST, NOISE, FLOODING OR DISCONNECTION OF SERVICES. CONTRACTOR TO ENSURE AUTHORITY'S STANDARDS. REQUIRED UNDER THE ADVICE OF A SPECIALIST SHORING CONTRACTOR.
STONES, WITH MAXIMUM PARTICLE SIZE OF 100MM AND CAPABLE OF BEING COMPACTED INTO COHERENT
THAT ACCESS AND SERVICES TO EXISTING PROPERTIES ARE AVAILABLE AT ALL TIMES. 10. ALL STORMWATER DRAINAGE MATERIALS, BEDDING, JOINTING AND STEP IRON REQUIREMENTS SHALL BE IN 20. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE SPECIFIC DESIGN TO PREVENT
FILLING TO THE SPECIFIED STANDARD. THE MATERIAL SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 15%, A
7. THE CONTRACTOR SHALL VERIFY LEVELS OF EXISTING SERVICE CROSSINGS AND CONNECTION POINTS PRIOR ACCORDANCE WITH THE RELEVANT AUTHORITIESS STANDARD DRAWINGS, METHODS AND SPECIFICATIONS. UNDERMINING WHICH SHOULD BE CARRIED OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ
SHRINK-SWELL INDEX OF LESS THAN OR EQUAL TO 1% AND A MINIMUM C.B.R. OF 10%.
TO COMMENCEMENT OF WORKS AND NOTIFY SUPERINTENDENT OF ANY DISCREPANCIES BETWEEN ACTUAL AND 11. THE STORMWATER PIPE CLASSES HAVE BEEN DESIGNED FOR SERVICE AND CONSTRUCTION LOADS HOWEVER, STRUCTURAL ENGINEER.
7. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE CONTENT FOR STANDARD
PROPOSED DESIGN LEVELS. THE CONTRACTOR SHALL ASSESS THE SUITABILITY OF MACHINERY USED ON SITE AND THE ANTICIPATED 21. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ANY CONSTRUCTED CUT/FILL
COMPACTION.
8. THESE ENGINEERING DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE APPROVED VEGETATION CONSTRUCTION LOADS, AND UPGRADE THE PIPE CLASSES IF NECESSARY IN ACCORDANCE WITH AS3725-2007. BATTERS AND RETAINING STRUCTURES ON THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A
8. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1' SOIL ENGINEERING SUPERVISION IN
MANAGEMENT PLAN, WHERE APPLICABLE. WHEN IN DOUBT, ALL EXISTING TREES ARE TO REMAIN UNLESS 12. ALL STORM WATER PIPES UNDER ROADWAYS AND FOOTPATHS SHALL BE CLASS '3' STEEL LONG-TERM FACTOR OF SAFETY AGAINST GEOTECHNICAL FAILURES TO THEIR SATISFACTION.
ACCORDANCE WITH APPENDIX B OF AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL
DIRECTED OTHERWISE. REINFORCED CONCRETE UNLESS NOTED OTHERWISE. (ALL PIPES ARE Ø375 S.R.C.P. UNLESS
PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS HAVE BEEN CARRIED OUT IN
9. HOLD POINT: ONCE THE BASE OF MANHOLES, INSPECTION PITS, GULLIES AND FIELD INLETS FOR STORMWATER NOTED OTHERWISE).
ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND THE CONTROLLED FILL IS SUITABLE FOR
DRAINAGE AND SEWER RETICULATION HAVE BEEN POURED, CONSTRUCTION SHALL ONLY RE-COMMENCE ONCE ALL STORM WATER PIPES UP TO AND INCLUDING 600Ø SHALL BE R.R.J. STORMWATER PIPES
PURPOSE TO THE REQUIRED BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES AS SPECIFIED BY
THE SUPERINTENDENT AND/OR ENGINEER HAVE INSPECTED THE WORKS. GREATER THAN 600Ø SHALL BE INTERNAL FLUSH JOINTED WITH PROPRIETARY EXTERNAL
THE GEOTECHNICAL REPORT.
10. THE CONTRACTOR SHALL NOTE DURING THE COURSE OF THE WORKS WHEN JOINT INSPECTIONS WITH THE BAND. NOTE:
9. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO 98% STANDARD MAXIMUM DRY NOTWITHSTANDING THAT EXISTING SERVICES MAY OR MAY NOT BE SHOWN
AUTHORITY AND THE SUPERINTENDENT ARE REQUIRED. THESE INCLUDE PRE-STARTS, SUBGRADES, PRE-SEALS, 13. SUBGRADE CBR TEST RESULTS TO BE FORWARDED TO SUPERINTENDENT. FOR
DENSITY. ON THE JOB DRAWINGS, NO RESPONSIBILITY IS TAKEN BY THE
CLEARING, AND OTHER SUCH INSPECTIONS AS NOMINATED IN THE APPROVAL AND THE SPECIFICATIONS. THE DETERMINATION OF BOX DEPTHS PRIOR TO EXCAVATION, TESTS SHALL INCLUDE SOAKED SUPERINTENDENT OR THE PRINCIPAL FOR THIS INFORMATION WHICH HAS
10. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO TESTS PER VERTICAL LIFT WHERE BEEN SUPPLIED BY OTHERS. THE DETAILS ARE PROVIDED FOR INFORMATION
CONTRACTOR SHALL ENSURE NO WORKS PROCEED PAST THE INSPECTION POINT UNTIL THE JOINT INSPECTION CBR AND/OR OTHER TESTS AS REQUESTED BY THE SUPERINTENDENT.
STRUCTURAL FILL HEIGHTS EXCEED 300MM IN ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE ONLY. THE CONTRACTOR SHALL ASCERTAIN THE POSITION OF ANY
HAS BEEN SUCCESSFULLY COMPLETED. CONTRACTOR TO LIAISE WITH ALL RELEVANT SERVICE AUTHORITIES TO ASCERTAIN UNDERGROUND SERVICES IN THIS AREA AND SHALL BE RESPONSIBLE FOR
ALL EARTHWORKS TESTING IN ACCORDANCE WITH GEOTECHNICAL ENGINEER AND LOCAL AUTHORITY MAKING GOOD ANY DAMAGE THERETO.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SAFE MOVEMENT OF TRAFFIC AND THE SERVICES PRESENT ON-SITE. ANY ALTERATION WORKS TO SERVICES WILL BE CARRIED OUT
REQUIREMENTS.
PROTECTION OF PERSON AND PROPERTY THROUGH AND AROUND THE SITE. THE CONTRACTOR IS RESPONSIBLE BY THAT SERVICE AUTHORITY ONLY.
11. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH LANDSCAPE
FOR ALL TRAFFIC MANAGEMENT INCLUDING THE DESIGN, CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF
TEMPORARY ROADWAYS, DETOURS, SIGNS, LIGHTS AND BARRIER AS REQUIRED STRICTLY IN ACCORDANCE WITH THE QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT 2011.
THE RELEVANT AUTHORITY REQUIREMENTS. ALL SETTING OUT IS THE RESPONSIBILITY OF THE CONTRACTOR. PRIOR TO WORKS
COMMENCING ON SITE, THE SUPERINTENDENT'S SURVEYOR SHALL PEG ALL ALLOTMENT
BOUNDARIES, PROVIDE COORDINATE INFORMATION TO THESE PEGS AND PLACE BENCH. THE CONTRACTOR
SHALL SET OUT THE WORKS FROM AND MAINTAIN THESE PEGS.
BULK EARTHWORKS NOTES PIPE EXCAVATION, BEDDING AND BACKFILL (INCLUDING THE RESTORATION OF PAVEMENT
1. NOTWITHSTANDING THE EXTENTS OF CUTTING AND FILLING SHOWN ON DRAWINGS, THE SUPERINTENDENT TRENCHES IS TO BE AS PER I.P.W.E.A.Q. STANDARD DRAWINGS DS-030 & DS-031.
RESERVES THE RIGHT TO ADJUST THE FINISHED SURFACE LEVELS AND EARTHWORKS EXTENTS THROUGH 14. STORM WATER MANHOLES WHERE SHOWN ARE TAKEN TO BE AS PER I.P.W.E.A.Q STANDARD
WRITTEN DIRECTION. DRAWINGS DS-010, DS-018, DS-019, DS-20 AND DS-21.
2. THE CONTRACTOR SHALL UNDERTAKE ALL CLEARING USING INDUSTRY BEST PRACTICE INCLUDING 15. STORM WATER GULLY PITS WHERE SHOWN ARE TAKEN TO BE LIP IN LINE AS PER I.P.W.E.A.Q.
CONSIDERATION OF FAUNA RELOCATION. STANDARD DRAWINGS D-0070 & D-0063 UNLESS NOTED OTHERWISE.
3. THE CONTRACTOR SHALL UNDERTAKE ALL EARTHWORKS IN ACCORDANCE WITH AS3798-2007 AND LOCAL 16. STEPIRONS ARE TO BE PROVIDED IN STORMWATER MANHOLES AND GULLIES GREATER THAN
1.20m DEEP, IN ACCORDANCE WITH I.P.W.E.A.Q. STD. DWG. D-0016.
AUTHORITY REQUIREMENTS. LEVEL 1 SUPERVISION IS REQUIRED.
17. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH WORKPLACE HEALTH AND SAFETY
4. THE CONTRACTOR SHALL CONSIDER LOADS GENERATED BY THE EARTHWORKS OPERATIONS SO AS TO AVOID REGULATIONS.
DAMAGE TO ALL PIPES, SERVICES AND STRUCTURES.
5. THE EARTHWORKS DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE PROJECT'S SEDIMENT AND
EROSION CONTROL PLAN, WHERE APPLICABLE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLANNING, DESIGN, CERTIFICATION, IMPLEMENTATION
AND MAINTENANCE OF AN EROSION AND SEDIMENT CONTROL PLAN THAT IS COMPLIANT WITH THE
INTERNATIONAL EROSION CONTROL ASSOCIATION (IECA) GUIDELINE 'BEST PRACTICE EROSION AND SEDIMENT
CONTROL' AND RELEVANT COUNCIL POLICIES.
NOT FOR CONSTRUCTION
---- ---- ---- ---- ---- North Point Approved Project Address Title
---- ---- ---- ---- ----
EOIN WHITMORE
17 BOTTLEBRUSH AVENUE, NOOSA GENERAL NOTES
---- ---- ---- ---- ---- 31423 07/01/26 HEADS, QLD, 4567, Australia
---- ---- ---- ---- ---- For and on behalf of RECOR Pty Ltd.
---- ---- ---- ---- ---- Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
---- ---- ---- ---- ---- www.recor.au | ABN 89 647 469 707 MADE CAPITAL 17 BOTTLEBRUSH AVENUE, NOOSA HEADS A1
A 07/01/26 ISSUED FOR OPW APPROVAL CS EW COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description. P0433-25-001 C002 A
Section 17
LEGEND
EXISTING PROPERTY BOUNDARY
25.0 EXISTING CONTOURS (0.1m INTERVAL)
EXISTING FENCE
EXISTING KERB AND CHANNEL
EXISTING FENCE
EXISTING PAVEMENT EDGE
29.60
EXISTING STORMWATER
ExT
Paved 29.40 Driveway
EXISTING SEWER
E
Ex
29.0
SP102648 121 EXISTING WATER
ExW
0
RP88934 EXISTING TELSTRA (UNDERGROUND)
EXISTING TREE TO BE REMOVED
29.20
ExE ExE ExE EXTENT OF PROPOSED WORKS
ExT
ExE ExE
(OFFSET FOR CLARITY)
SITE BM
OPM117588
ExW
31.40
Ex
34.00
RL:29.19
33.80
33.60
31.6
33.20
33.00
33.40
32.80
36.60
36.80
37.00
32.60
31.8
E
32.40
36.40
36.20
31.00
0
0
35
36
31.20
.80
.00
Ex
D
32.2
32.0
34.20
0
37.80
37.60
0
34.40
Ex
34.60
E
ExE
4.8 3
0
ExD ExD ExD ExD ExD ExD ExD ExD
37.20
33.20
0
30.60
.60
.4
31
35
Shed
33.40
35.40
ExW
33.00
Ex 34.20
37.40
31.2
E
36.20
36.40
ExT
3
36.
35
.00 5.20
30.8
0
00
31.0
34.00
3
33.80
2.8
33.60
0
0
0
37.60
Ex
ExE
E
37.80
Speed Bump
BOTTLEBRUSH AVENUE
30.
ExW
143
40
33.40
Ex
30.
E
29.
ExT30.0
29
20
40
RP88934
.20
29.60
SP117777
0
29.80
30.80
ExE
Patio
ExW
EXISTING BUILDINGS TO
ExT
31.60
31.80
32.00
36.80
32.20
32.40
BE DEMOLISHED
36.60
32.60
33.20
30.60
34.80
34.60
.80
0
0
.6
4 35
35.
31.40
35
34.40
20
35.
31.20
33.40
ExE
33
31.00
.60
34.00
31.80
37.20
Sew MH
37.00
ExW
33.20
33.00
35.00
37.40
ExS
ExT
36.80
36.60
36.40
37.80
SL: 31.38
32.80
ExE
EXISTING DRIVEWAY AND
CROSSOVER TO BE DEMOLISHED.
30.40
30.20
ExW
30.00
29.80
29.60
IL: 29.68 (Records)
29.40
29.20
29.20
ExT
BUP100710 123
ExE
RP88934
ExW
ExT
NOT FOR CONSTRUCTION
---- ---- ---- ---- ---- North Point Approved Project Address Title
---- ---- ---- ---- ----
EOIN WHITMORE
17 BOTTLEBRUSH AVENUE, NOOSA EXISTING SURVEY LAYOUT PLAN
---- ---- ---- ---- ---- N
31423 07/01/26 HEADS, QLD, 4567, Australia
---- ---- ---- ---- ---- For and on behalf of RECOR Pty Ltd.
---- ---- ---- ---- ---- Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
1 0 1 2 3 4 5 SUNSHINE COAST | BRISBANE
---- ---- ---- ---- ---- SCALE (metres) www.recor.au | ABN 89 647 469 707 MADE CAPITAL 17 BOTTLEBRUSH AVENUE, NOOSA HEADS A1
1 : 100 (FULL SIZE) Project Number Drawing Number Revision
A 07/01/26 ISSUED FOR OPW APPROVAL CS EW COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description. P0433-25-001 C005 A
Section 18
LEGEND
20.0 EXISTING CONTOURS (0.1m INTERVAL)
20.0 EARTHWORKS CONTOURS (0.1m INTERVAL)
PROPOSED ROAD CENTERLINE
PROPOSED CONCRETE SLEEPER RETAINING
WALL AND FENCE (HEIGHTS AS SHOWN)
PROPOSED EARTHWORKS CUT
29.60
PROPOSED EARTHWORKS FILL
ExT
E
EXISTING TREE TO BE REMOVED
Ex
29.0
SP102648 121
ExW
0
29.40
RP88934 EXTENT OF PROPOSED WORKS
(OFFSET FOR CLARITY)
29.20
EXISTING PROPERTY BOUNDARY
ExE EXISTING FENCE
101
101
ExE ExE
ExT
ExE ExE
A
B
EXISTING KERB AND CHANNEL
EXISTING FENCE
ExW
31.40
Ex
34.00
33.80
33.60
31.6
33.20
33.00
33.40
32.80
36.60
36.80
37.00
32.60
31.8
E TOW: 35.85
32.40
36.40
TOW: 34.22
36.20
31.00
EXISTING PAVEMENT EDGE
0
0
35
36
31.20
BOW: 30.50
.80
.00
BOW: 30.50
Ex
D
HEIGHT: 5.35m EXISTING ROAD CROWN
32.2
HEIGHT: 3.72m
32.0
34.20
0
TOW: 31.24
37.60
37.80
TOW: 33.72
0
34.40
Ex EXISTING STORMWATER
34.60
E BOW: 30.50
ExE
BOW: 30.50
4.8 3
ExDHEIGHT: 0.74m EXISTING SEWER
0
ExD ExD ExD HEIGHT: 3.22m ExD ExD ExD ExD
37.20
33.20
0
30.60
.60
3 1.4
35
EXISTING WATER
33.40
TOW: 30.90
33.40
35.40
ExW
33.00
Ex 34.20
37.40
3
E BOW: 30.44 EXISTING TELSTRA (UNDERGROUND)
1.20
36.20
36.40
ExT
3
36.
35
.00 5.20
30.8
00
HEIGHT: 0.46m 31.0
34.00
3
33.80
2.8
33.60
0
0
0
NOTE:
37.60
TOW: 30.60
Ex
C
ExE
BOW: 30.22 E REFER TO C102 FOR SITE SECTIONS
37.80
HEIGHT: 0.38m
101
30. 30 0
EARTHWORKS VOLUMES
30 0. 030.2.100.00 .90
ExW
143
40
33.40
.
Ex
3 3
E
29.
ExT30.0
2
EARTHWORKS VOLUMES ARE FROM EXISTING SURFACE TO
29
40
3 29 029.80
RP88934
.20
29.60
0
SP117777 EARTHWORKS SURFACE. VOLUMES INCLUDE PRELIMINARY
29.80
BOXING DEPTH FOR ROADS AND BIORETENTION BASIN. VOLUMES
30.80
BOTTLEBRUSH AVENUE
EXCLUDE TOPSOIL STRIP AND BULKING/COMPACTION FACTORS.
ExE
CUT = 950 m²
30.40
30.30
30.20
30.10
FILL = 15 m²
30.00
29.90
29.80
29.70
29.60
29.50
29.40
29.30
29.20
29.10
BALANCE = 935 m² EXPORT
ExW
ExT
31.60
31.80
32.00
32.20
36.80
32.40
36.60
32.60
33.20
30.60
34.80
34.60
.80
.60
4 0
35. 35
31.40
35
34.40
20
35.
.90
29
31.20
0
33.40
.0
ExE
30
33
31.00
.60
34.00
31.80
TOW: 31.44 TOW: 35.83
37.20
37.00
TOW: 30.65 BOW: 30.47 BOW: 30.50
ExW
33.20
BOW: 30.22 HEIGHT: 0.97m HEIGHT: 5.33m
33.00
35.00
37.40
ExS
HEIGHT: 0.43m
ExT
36.80
TOW: 31.20
36.60
36.40
TOW: 30.93 TOW: 30.92
37.80
BOW: 30.45
32.80
BOW: 30.22 BOW: 30.30
ExE
HEIGHT: 0.71m HEIGHT: 0.62m HEIGHT: 0.75m
30.40
30.20
ExW
30.00
29.80
29.60
29.40
29.20
29.20
ExT
BUP100710 123
ExE
RP88934
ExW
ExT
NOT FOR CONSTRUCTION
---- ---- ---- ---- ---- North Point Approved Project Address Title
---- ---- ---- ---- ----
EOIN WHITMORE
17 BOTTLEBRUSH AVENUE, NOOSA BULK EARTHWORKS LAYOUT PLAN
---- ---- ---- ---- ---- N
31423 07/01/26 HEADS, QLD, 4567, Australia
---- ---- ---- ---- ---- For and on behalf of RECOR Pty Ltd.
---- ---- ---- ---- ---- Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
1 0 1 2 3 4 5 SUNSHINE COAST | BRISBANE
---- ---- ---- ---- ---- SCALE (metres) www.recor.au | ABN 89 647 469 707 MADE CAPITAL 17 BOTTLEBRUSH AVENUE, NOOSA HEADS A1
1 : 100 (FULL SIZE) Project Number Drawing Number Revision
A 07/01/26 ISSUED FOR OPW APPROVAL CS EW COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description. P0433-25-001 C100 A
Section 19
PROPERTY BOUNDARY
GARDEN BED
SP117777 RL 37.00
LANDSCAPING RL 36.15m
POOL
PROPERTY BOUNDARY
RETAINING WALL
BY OTHERS
RL34.15m
EXISTING SURFACE
BASEMENT LEVEL CARPARK CARPARK BOTTLEBRUSH AVENUE
2.3%
RL30.5m
DESIGN SURFACE
DATUM RL 28.00.
SECTION C
1:200 100
EXISTING SURFACE
RETAINING WALL
SP102648 BY OTHERS BUP100710
PROPERTY BOUNDARY
PROPERTY BOUNDARY
RETAINING WALL
BY OTHERS
4.80m
4.70m
DESIGN SURFACE
DATUM RL 30.00.
SECTION B
1:200 100
EXISTING SURFACE
PROPERTY BOUNDARY
PROPERTY BOUNDARY
RETAINING WALL RETAINING WALL
SP102648 BY OTHERS BY OTHERS BUP100710
1.20m
1.20m
DATUM RL 30.00.
DESIGN SURFACE
SECTION A
1:200 100
NOT FOR CONSTRUCTION
---- ---- ---- ---- ---- North Point Approved Project Address Title
---- ---- ---- ---- ----
EOIN WHITMORE
17 BOTTLEBRUSH AVENUE BULK EARTHWORKS SECTIONS
---- ---- ---- ---- ---- 31423 07/01/26
---- ---- ---- ---- ---- For and on behalf of RECOR Pty Ltd.
---- ---- ---- ---- ---- Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
---- ---- ---- ---- ---- www.recor.au | ABN 89 647 469 707 MADE CAPITAL 17 BOTTLEBRUSH AVENUE, NOOSA HEADS A1
2 0 2 4 6 8 10
A 07/01/26 ISSUED FOR OPW APPROVAL CS EW SCALE (metres) COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
1 : 200 (FULL SIZE) client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description. P0433-25-001 C102 A
The text continues on section 20.
Used in these records
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