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20220171 - 14 Wyandra St SWMP
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Full text of sections 2 to 18 (of 31)
Section 2
Document control record
Document prepared by:
RECOR Pty Ltd
ABN 89 647 469 707
75 Noosa Drive,
Noosa Heads, QLD 4567
Australia
T +61 7 5211 1003
E [email protected]
W recorconsulting.com
A person using RECOR documents or data accepts the risk of:
a) Using the documents or data in electronic form without requesting and checking them for accuracy against the original hard
copy version.
b) Using the documents or data for any purpose not agreed to in writing by RECOR.
Document control
Report title Stormwater Management Plan
Document code 20220171-SWMP01 Project number 20220171
File path C:\12dS\data\RecorSYN\20220171 14 Wyandra St, Noosa Heads_592\03 Engineering\04
External\RECOR Preliminary Stormwater Management Report - 20220171.docx
Client 14 Wyandra Pty Ltd
Client contact - Client reference -
Rev Date Revision details/status Author Reviewer Verifier Approver
(if required)
0 24/08/2022 Initial Version BP JB
Current revision 1
Approval
Author signature Approver signature
Name B. Parry Name J. Bauleka
RPEQ: 20693
Title Civil Engineer Title Senior Civil Engineer
recorconsulting.com
P +61 7 5211 1003 A 75 Noosa Drive, Noosa Heads,Qld 4567
E [email protected]
Section 3
Contents
Introduction .................................................................................................................................... 4
Site Details...................................................................................................................................... 5
2.1. Existing Site Description & Drainage .................................................................................................. 5
2.2. Existing Drainage Patterns .................................................................................................................. 5
2.3. Proposed Development Drainage Pattern ......................................................................................... 6
2.4. Flood Considerations ........................................................................................................................... 6
Stormwater Quantity ....................................................................................................................... 7
3.1. Pre-Post Comparison........................................................................................................................... 7
Stormwater Quality........................................................................................................................10
4.1. Construction Phase............................................................................................................................10
4.2. Operational Phase .............................................................................................................................11
Conclusion....................................................................................................................................12
Appendices
Appendix A
Proposed Development Plans
Appendix B
DRAINS Modelling Parameters and Results
Project number 20220171
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Section 4
INTRODUCTION RECOR has been engaged to prepare a Stormwater Management Report to accompany a development application for a residential duplex development located at 14 Wyandra Street, Noosa Heads. This report investigates the stormwater management considerations for the existing and proposed development site and assesses how the run-off from the site is to be managed in accordance with Noosa Shire Council requirements for stormwater drainage. Project number 20220171 File RECOR Preliminary Stormwater Management Report - 20220171.docx, 2022-08-24 Page 4 of 15 Revision 1 P +61 7 5211 1003 A 75 Noosa Drive, Noosa Heads,Qld 4567 E [email protected] recorconsulting.com
Section 5
SITE DETAILS
2.1. Existing Site Description & Drainage
The existing site, known in real property terms as Lot 44 RP 139776, is located at 14 Wyandra Street. The existing
site contains a residential dwelling with a site area of 819m². The site is bounded to the north by Wyandra Street
road reserve with the remaining surroundings being residential properties.
2.2. Existing Drainage Patterns
The subject land is at the top of the catchment, with the natural surface at the rear of the land falling to the south-
east between 10% to 16%. The centre of the site containing the existing dwelling is flatter averaging around 5%.
The run-off from the existing developed site typically drains as overland surface flows towards the rear of the site
where, due to sandy soils present in the locality, the run-off is likely to infiltrate as it discharges downstream. There
is no stormwater infrastructure present in the vicinity of the site.
Roof run-off is conveyed by downpipes below ground with an outlet within the Wyandra Street frontage kerb
observed as the discharge point for these pipes.
Figure 2.1 - Site Locality Plan (Noosa Council Intramaps, 2022)
Project number 20220171
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Section 6
2.3. Proposed Development Drainage Pattern
2.3.1 Stormwater Concept
Roof run-off from the new building will be drained via downpipes into a stormwater re-use and attenuation tank for
each unit. The tank is sized to reduce the overall developed site flows to pre-development levels, ensuring discharge
from the site minimises any impact to the downstream environment. A 5kL tank is proposed, with 2kL allocated for
rainwater reuse and the remaining 3kL serving to attenuate the site run-off.
A stormwater infiltration pit will be provided to each unit to which the overflows from the rainwater tank will be
discharged. Initial run-off will be infiltrated to replenish groundwater and reduce run-off from the site. The excess
run-off will be discharged to the Wyandra Street kerb and gutter system draining under gravity to new kerb adaptors
to be provided for each unit.
The remaining typically pervious areas of the site will drain as overland surface flows infiltrating into the site soils
consistent with the current drainage conditions.
The roof and allotment drainage system for the proposed site shall be designed to comply with:
1. Noosa Shire Council Planning Scheme Policy (PSP) - Engineering Design Standards – Roads, drainage and
earthworks;
2. The Queensland Urban Drainage Manual (QUDM); and
3. AS/NZS 3500.3:2015 - Plumbing and Drainage Part 3: Stormwater Drainage.
Refer to Appendix A Proposed Development Plan for the proposed stormwater drainage layout plan illustrating
the concept described above.
2.4. Flood Considerations
Review of the Noosa Shire Council Intramaps flood layers including the Flood Hazards Overlay has identified that
the site is located outside of any flood or inundation areas within the locality indicating it is not expected that that
the proposed development will be subject to flooding.
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Section 7
STORMWATER QUANTITY
3.1. Pre-Post Comparison
As the development proposes to increase the impervious area of the site by approximately 239m² (from 347m² to
586m²), there is likely to be an increase in peak flows from the site. The site has therefore been modelled using the
DRAINS software to assess the impact on peak flows, comparing the existing site conditions to the proposed
development.
In accordance with ARR2019, an Initial Loss-Continuing Loss (IL-CL) model has been used to assess the site against
the ensemble of storm temporal patterns for the East Coast North region. The loss parameters and temporal patterns
have been imported from the ARR Datahub, and rainfall intensities have been imported from the Bureau of
Meteorology IFD rainfall data allowing for a 20% increase to rainfall depths to account for future climate change
patterns.
The parameters obtained from the Australian Rainfall and Runoff (ARR) Data Hub for the location and the rainfall
IFD data obtained from the Bureau of Meteorology have been imported into DRAINS to generate the storm events.
The models have been run using the ensemble of storm events for 1EY, 50%, 0.2EY, 10%, 5%, 2% and 1% Annual
Exceedance Probability (AEP) for durations from 1 minutes to 3 hours to determine the critical storm duration and
the mean peak flowrate from the storms. Refer to Appendix B DRAINS Modelling Parameters and Results for details
of the parameters used and summary of the results from the modelling.
The model used to represent the development is shown below in Figure 3.1 – DRAINS model layout.
Figure 3.1 – DRAINS model layout
The configuration of the catchment areas for pre-development, post-development and split post development for
roofwater to an attenuation tank are shown in Figure 3.2 – DRAINS Pre-development catchment, Figure 3.3 – DRAINS
Post-development catchments and Figure 3.4 – DRAINS Split Post-development catchment respectively.
Figure 3.2 – DRAINS Pre-development catchment
Project number 20220171
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Section 8
Figure 3.3 – DRAINS Post-development catchments
Figure 3.4 – DRAINS Split Post-development catchments
The results of the modelling against the range of design storms for the development under the existing and
proposed development conditions are shown in Table 3.1 Existing and proposed unmitigated site peak discharge
rates.
Table 3.1 Existing and proposed unmitigated site peak discharge rates
Wyandra Street
Qchange
A.E.P Qexisting Qproposed Qchange (%)
(m³/s) (m³/s) (m³/s)
1EY 0.022 0.025 0.003 14%
50% 0.025 0.027 0.002 8%
0.2 EY 0.037 0.040 0.003 8%
10% 0.047 0.049 0.002 4%
5% 0.056 0.056 0.000 0%
2% 0.064 0.064 0.000 0%
1% 0.070 0.071 0.001 1%
As expected, the site has increased the total peak flows from the site for a number of storm events. Attenuation will
be required to mitigate the outflows to ensure that the development does not exceed the predevelopment levels to
minimise impacts to the downstream environment.
The mitigated post-development model splits the catchment into a roof area, which drains to an on-site detention
(OSD) tank, and the remainder of the site which is not attenuated. An iterative process was used to determine a
suitable configuration of storage volume, low-flow, and high flow pipe outlets for the OSD to deliver the required
reduction of the flow rates from the site.
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Section 9
The result of the iterative sizing process determined that the OSD storage will need to provide an attenuation
capacity of 3,000L/unit for the proposed roof area with the maximum possible roof area to be plumbed to the tank.
A low flow outlet consisting of a 42mm orifice plate is to be provided to the base of the OSD storage of each tank,
and a 100mm high flow outlet at the head of the tank will provide discharge for larger storm events.
Using this mitigated development model, the proposed developed flows were again compared to the existing state
as shown below in Table 3.2 Existing and proposed mitigated site peak discharge rates.
Table 3.2 Existing and proposed mitigated site peak discharge rates
Wyandra Street
Qchange
A.E.P Qexisting Qmitigated Qchange (%)
(m³/s) (m³/s) (m³/s)
1EY 0.022 0.022 0.000 0%
50% 0.025 0.025 0.000 0%
0.2 EY 0.037 0.033 -0.004 -11%
10% 0.047 0.041 -0.006 -13%
5% 0.056 0.046 -0.010 -18%
2% 0.064 0.060 -0.004 -6%
1% 0.070 0.070 0.000 0%
As the total peak flows are equal to or below the existing site conditions for all storm events, the proposed OSD area
will provide the mitigation required for the peak flow storm events from the development.
Project number 20220171
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Section 10
STORMWATER QUALITY
The following sections discuss the stormwater quality considerations for the construction and operational phase of
the development.
4.1. Construction Phase
4.1.1 Erosion and Sediment Control Measures
During construction, it is necessary to manage stormwater run-off to avoid potential contamination of downstream
waterways from sediments and other pollutants from the site. A range of best practice sediment and erosion controls
should be implemented on the development to ensure negative impacts to the downstream receiving environment
are mitigated.
As the area being developed is below 2,500m², the development’s construction will be managed using best practice
erosion and sediment control principles in line with the desired outcomes of Appendix 2 of the SPP (DERM, July
2017), which are shown below in Figure 4.1.
Figure 4.1 SPP 2017 Construction Phase Stormwater Management Design Objectives
A site-specific erosion and sediment control plan shall be prepared as part of a future submission for Operational
Works approval. Suitable erosion and sediment controls for the site may include:
1. Sediment fencing along downstream of the work areas within the site to prevent sediment from leaving the
construction area.
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Section 11
2. A shakedown area is to be installed at the construction entry/exit to the proposed development area to
minimise sediment being transported to and from the site.
3. Downstream pits within the road reserve are to be protected through filter socks or similar.
4. Diversion of upstream catchments around any exposed areas using diversion drains around the site.
4.2. Operational Phase
The development consists of a small lot duplex consistent in character with the existing residential dwelling. The
proposed development is not considered to significantly alter the pollutant generation potential of the site, and
therefore no additional stormwater quality treatment is proposed for the development.
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Section 12
CONCLUSION
This Stormwater Management Report has outlined how the stormwater run-off from the site is to be managed to
comply with the relevant requirements and minimise any adverse impacts to the downstream catchments.
• The proposed site roof run-off is captured internally and discharged into the Council stormwater
infrastructure on Wyandra Street as the lawful point of discharge. Remaining areas of the site will rely on
infiltration into the typically sandy soils of the locality in a manner consistent with the existing drainage
conditions.
• The existing and proposed development site have been modelled for the critical design storm events for the
site, which found attenuation would be required. Provision of 3kL of attenuation storage per unit with a
42mm low flow orifice and 100mm high flow outlet was found to provide mitigate the development such
that there will be no increase to existing peak flow discharges from the site for the modelled storm events.
The attenuation will be provided within a 5kL rainwater reuse & attenuation tank, with 2kL allocated for
rainwater reuse, and the remaining 3kL attenuation site run-off.
• During construction, erosion and sediment control measures are to be implemented to minimise potential
contaminants impacting the downstream receiving environment in line with the objectives of Appendix 2 of
the SPP. An erosion and sediment control plan shall be developed as part of a submission for Operational
Works approvals.
• As the development is a small residential site that does not significantly alter the pollutant generating
characteristics of the site, stormwater quality treatment is not proposed for the development.
• The proposed stormwater solution is considered to minimise any adverse impacts to the downstream
environment arising from the stormwater run-off while also meeting the stormwater objectives for the
development.
Project number 20220171
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Section 13
Appendix A Proposed Development Plans Project number 20220171 File RECOR Preliminary Stormwater Management Report - 20220171.docx, 2022-08-24 Page 13 of 15 Revision 1 P +61 7 5211 1003 A 75 Noosa Drive, Noosa Heads,Qld 4567 E [email protected] recorconsulting.com
Section 14
RESIDENTIAL SUBDIVISION DEVELOPMENT
14 WYANDRA STREET, NOOSA HEADS QLD 4567
Lot 44 ON RP139776
CIVIL WORKS
DRAWING SCHEDULE
SHEET TITLE
001 COVER SHEET
002 GENERAL NOTES
003 EXISTING FEATURES AND DEMOLITION PLAN
010 PROPOSED LAYOUT
020 EARTHWORKS PLAN
030 EROSION SEDIMENT CONTROL PLAN
031 EROSION SEDIMENT CONTROL DETAILS
SITE
040 STORMWATER LAYOUT PLAN
LOCALITY PLAN
NOT TO SCALE
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
14 WYANDRA STREET, NOOSA HEADS
14 Wyandra Pty Ltd TITLE: STATUS:
COVER SHEET FOR APPROVAL
© ABN 89 647 469 707
14 WYANDRA STREET, NOOSA HEADS JARO BAULEKA NOT FOR CONSTRUCTION
37 MARY ST RPEQ: 2693
01 24/08/2022 ISSUED FOR APPROVAL MVP SCALE:
NOOSAVILLE, QLD 4566 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 24/08/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
001 20220171 A1 01
Section 15
GENERAL NOTES 18. DRAWINGS TO BE READ IN CONJUNCTION WITH THE FOLLOWING 300MM CENTRES SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS ARE TO COVER
CONSULTANTS/CONTRACTORS DRAWINGS: OR ENCLOSE STOCKPILES WHERE REASONABLY PRACTICAL TO RESTRICT
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. DUST MOVEMENT.
SURVEYOR: NOOSA COOLOOLA LAND SURVEYS PTY LTD EARTHWORKS NOTES
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 20. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS
CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY ARCHITECT: BLACKWOOD ARCHITECTURE 1. FOR GENERAL NOTES REFER DWG 002, WHICH IS TO BE REQUESTED AND DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN
SETOUT THE WORKS. HYDRAULICS: TBC VIEWED PRIOR TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED. CONFIRMATION THAT WORKS CAN COMMENCE.
2. FOR DETAILED GEOTECHNICAL INFORMATION, IT IS RECOMMENDED THAT THE 21. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT STRUCTURAL: RECOR GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE SOIL REQUIREMENTS OF THE GEOTECHNICAL ENGINEER AS OUTLINED IN THE
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE CONDITIONS PRIOR TO EARTHWORKS COMMENCING.
LANDSCAPE: ELEMENT DESIGN GEOTECHNICAL INVESTIGATION REPORT BY TECTONIC. TEMPORARY
CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT
3. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED AT
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED STANDARD 19. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT AUTHORITY:
OVER THE EXTENT OF THE WORKS UNLESS DIRECTED OTHERWISE AND 1V:2H, AND IN MEDIUM DENSE SAND AT 1V:1H FOR BATTERS UP TO 3M IN
DRAWINGS AND SPECIFICATIONS U.N.O. ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN FOR ALL WORKS
STOCKPILED WHERE REQUIRED FOR FILL OF LANDSCAPING AREAS. TOPSOIL HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY THE GEOTECHNICAL
WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO ALLOW FOR ALL COSTS
3. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE OF MATERIALS MUST NOT BE USED IN STRUCTURAL FILL. ENGINEER.
ASSOCIATED WITH IMPLEMENTATION OF THE TMP.
THE TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION AND 4. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR SOFT 22. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE ACHIEVED,
LOCAL AUTHORITY REQUIREMENTS, THE CONTRACTOR WILL RECTIFY AT 20. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL AUTHORITY MATERIALS ENCOUNTERED SHOULD BE REMOVED DURING SUBGRADE TEMPORARY SHORING WILL BE REQUIRED UNDER THE ADVICE OF A
THEIR COST INCLUSIVE OF ANY ADDITIONAL COSTS INCURRED BY RECOR. APPROVALS RECEIVED FOR THE PROJECT AND IN ACCORDANCE WITH OPW PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE MATERIAL TO BE SPECIALIST SHORING CONTRACTOR.
APPROVALS BY COUNCIL. REMOVED FROM SITE AT CONTRACTORS EXPENSE. 23. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE
4. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS
SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS 21. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE 5. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES SUBSTANTIAL SPECIFIC DESIGN TO PREVENT UNDERMINING WHICH SHOULD BE CARRIED
TAKEN BY RECOR OR THE PRINCIPAL FOR THE ACCURACY AND BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF VOLUMES OF WATER COMBINED WITH VIBRATORY COMPACTION EQUIPMENT. OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ STRUCTURAL
COMPLETENESS OF THIS INFORMATION. IT IS THE RESPONSIBILITY OF THE THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, ROAD CARE MUST BE TAKEN TO ENSURE THERE ARE NO IMPACTS ON ENGINEER.
CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND LEVEL OF ALL RESERVE, PARKS/OPENSPACE, EASEMENTS. SURROUNDING STRUCTURES. MATERIAL TO BE COMPACTED IN ACCORDANCE 24. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ANY
EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY WITH GEOTECHNICAL REPORT AND AS1289. CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES ON THE SITE
22. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION
DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. 6. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE REQUIRED HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF
DRAWINGS AND APPROVALS ON SITE AT ALL TIMES.
CONTRACTOR TO LOCATE AND PROTECT SERVICES AS REQUIRED DURING ON SOIL SUBGRADES ALONG HAUL ROADS AND LAYDOWN AREAS TO SAFETY AGAINST GEOTECHNICAL FAILURES TO THEIR SATISFACTION.
PROPOSED WORKS. 23. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN WOULD BE REQUIRED 25. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS INCLUSIVE OF
ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN AND PRIOR TO MOBILISATION AND TRAFFICKING OF ANY HEAVY MOBILE PLANT ON TOPSOIL LAYER. REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR
5. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND
CONSTRUCTION CODE (2013). THE SITE. BUILDING SLAB THICKNESSES AND HYDRAULIC DRAWINGS FOR SUB-FLOOR
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN
ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING SERVICES CLASHES 7. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED DRAINAGE FOR DETERMINATION OF REQUIRED BULK EARTHWORKS SURFACE.
WHERE UNSUITABLE NATURAL MATERIALS ARE LOCATED AND AS OTHERWISE 26. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE
PRIOR TO COMMENCEMENT OF CIVIL WORKS. CONTRACTOR TO IMMEDIATELY STANDARD SIGNS AND LINE MARKING NOTES NECESSARY TO OBTAIN SUBGRADE/PLATFORM LEVEL. IMPORTED GENERAL GEOTECHNICAL ENGINEERS REQUIREMENTS. CONTRACTOR TO ALLOW FOR
REPORT ANY DISCREPANCIES TO RECOR AND AWAIT FORMAL DIRECTION
PRIOR TO COMMENCING CIVIL WORKS. 1. GENERAL FILL MATERIAL SHALL BE CLEAN GRADED MATERIAL FREE OF ORGANIC THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO UNDERTAKE
1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE MATTER AND STONES, WITH MAXIMUM PARTICLE SIZE OF 100mm AND THE PRELOADING OPERATIONS.
6. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL CAPABLE OF BEING COMPACTED INTO COHERENT FILLING TO THE SPECIFIED
QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTROL 27. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS, STANDARD. THE MATERIAL SHALL HAVE A MAXIMUM PLASTICITY INDEX OF
DEVICES (CURRENT EDITION).
CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS. 15%, A SHRINK-SWELL INDEX OF LESS THAN OR EQUAL TO 1% AND A MINIMUM
2. SIGNS
7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS
C.B.R. OF 10%. INSPECTIONS:
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR REINSTATEMENT NOTED OTHERWISE. 8. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE
THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS
TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF CONTENT FOR STANDARD COMPACTION.
2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO BEFORE ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS TO
INFRASTRUCTURE OWNER/MANAGER / AUTHORITY/COUNCIL. 9. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE PROVIDE A MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED
EDGE OF SIGN: LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE
8. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 FROM FACE PROPERTY BOUNDARY OF THE SUBJECT SITE, INCLUDING REAR OF INSPECTIONS. SHOULD THE
WORKPLACE HEALTH AND SAFETY REQUIREMENTS. OF KERB. RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS IN CUT.
RETAINING WALLS ARE TO BE PREPARED IN ACCORDANCE WITH STRUCTURAL CONTRACTOR FAIL TO REQUEST AN INSPECTION, THE CONTRACTOR WILL BE
9. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE 2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING RESPONSIBLE FOR ALL COSTS TO ALLOW FOR THE WORKS TO BE INSPECTED TO
ENGINEERS SPECIFICATIONS, AND IN CONFORMANCE WITH CONSTRUCTION
PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE, TRAFFIC AT 45° TO KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS TO THE SATISFACTION OF RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE
REQUIREMENTS OF GEOTECHNICAL REPORT.
CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO PROVIDE ALL MEASURES BE TURNED AWAY BY 5° FROM THE NORMAL TO APPROACHING RE-INSPECTED WITH ALL REINSPECTION COSTS TO BE PAID BY THE CONTRACTOR.
HEADLIGHT. 10. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION
NECESSARY TO ENSURE THE INTEGRITY OF EXISTING BOUNDARIES AND OF RETAINING WALL COLOUR AND FINISH. a. PRESTART
INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW VIBRATION 3. SIGN SUPPORTS
11. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 2' SOIL b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF SEDIMENT
EQUIPMENT, TRENCH SHORING ETC AS REQUIRED. 3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE
ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B OF AS 3798. AND EROSION CONTROL MEASURES UNSUITABLE GROUND
THEY ARE IN A PAVED SURFACE.
10. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THESE THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE
DRAWINGS, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN 4. LINEMARKING CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS HAVE BEEN c. SIDE AND CUT OFF DRAINS
CONFIRMATION THAT WORKS CAN COMMENCE. 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF. CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL
4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE. AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE TO THE REQUIRED
11. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES AS SPECIFIED BY
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT
REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR CONTRACTOR TO JOINTING NOTES THE GEOTECHNICAL REPORT. f. STORMWATER STRUCTURE BASE SLABS
NOTE COUNCILS ADAC REQUIREMENTS. 12. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO
g. SEWER RETICULATION
1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE 98% STANDARD MAXIMUM DRY DENSITY OR A DRY DENSITY INDEX OF AT
12. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH RELEVANT LEAST 75% IN ACCORDANCE WITH THE GEOTECHNICAL REPORT IN LAYERS OF h. WATER RETICULATION
APPROVALS. REQUIREMENTS OF AS3727.1:2016.
250MM LOOSE THICKNESS (PRIOR TO COMPACTION). i. PAVEMENT SUBGRADE
2. SAW CUT JOINTS MUST BE:
13. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, 13. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO TESTS
LANDSCAPE AND OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL 2.1. BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS. PER VERTICAL LIFT WHERE STRUCTURAL FILL HEIGHTS EXCEED 300MM IN j. PAVEMENT REINFORCING
CONSTRUCTION. 2.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD. ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE ALL k. PAVEMENT PRIOR TO SEALING (PRESEAL)
2.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS. EARTHWORKS TESTING IN ACCORDANCE WITH GEOTECHNICAL ENGINEER
14. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR DEMOLITION AND LOCAL AUTHORITY REQUIREMENTS. l. RETAINING WALL FOOTING REINFORCING
WORKS COMMENCING ON SITE. 3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO
14. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN m. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL
ALLOW EXPANSION AND CONTRACTION MOVEMENTS.
15. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS ACCORDANCE WITH LANDSCAPE DRAWINGS.
4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO n. STEEL REINFORCEMENT OF CONCRETE STRUCTURES
AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O. 15. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS.
CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES IN o. PRACTICAL COMPLETION
16. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS. 16. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED
PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT 5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY MANAGEMENT PLANS. p. ON MAINTENANCE
OF ANY WORKS ON SITE. AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB SURFACE. 17. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE q. OFF MAINTENANCE
17. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS IDENTIFIED 6. DOWEL BARS ARE TO BE INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE DOWNS, SILT FENCE ETC
IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL PLAN. r. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER
IN THE APPROVED VEGETATION MANAGEMENT PLAN. CONTRACTOR TO 6.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT DEVELOPMENT APPROVAL)
ENSURE ALL TREE ROOTS AND STUMPS ARE COMPLETELY REMOVED AND 18. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR
400MM CENTRES
BACKFILLED TO LEVEL 1 SUPERVISION. CONTRACTOR TO ALLOW TO MULCH RETAINING WALLS (TEMPORARY OR PERMANENT) AS PER RELEVANT s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE
6.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT
ALL CLEARED VEGETATION AND STOCKPILE ON SITE OR REMOVE FROM SITE AUSTRALIAN STANDARDS AND LEGISLATION. RELEVANT TO THEIR CERTIFICATION SCHEME
300MM CENTRES
AS DIRECTED. 19. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON UNPAVED
6.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT ROADS, ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT LEVEL TO
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
14 WYANDRA STREET, NOOSA HEADS
14 Wyandra Pty Ltd TITLE: STATUS:
GENERAL NOTES FOR APPROVAL
© ABN 89 647 469 707
14 WYANDRA STREET, NOOSA HEADS JARO BAULEKA NOT FOR CONSTRUCTION
37 MARY ST RPEQ: 2693
01 24/08/2022 ISSUED FOR APPROVAL MVP SCALE:
NOOSAVILLE, QLD 4566 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 24/08/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
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DO NOT SCALE, IF IN DOUBT ASK
002 20220171 A1 01
Section 16
NOTES
N
WYANDRA STREET
1. FOR GENERAL NOTES REFER DWG 002, WHICH IS TO BE
REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF
CONSTRUCTION IF NOT SUPPLIED.
2. THE CONTRACTOR WILL MAKE HIMSELF FULLY AWARE OF THE
EXISTING FEATURES OF THIS SITE AND ENSURE ANY ADDITIONAL
1 35.2
0 .31 .28 WORKS NOT SHOWN ON THIS PLAN ARE INCLUDED IN THE
34.9 35 35 4
35.1 CONTRACT.
3. LOCATION AND DEPTH OF EXISTING SERVICES BASED ON SURVEY,
DBYD AND COUNCIL RECORDS. IT IS THE CONTRACTORS
RESPONSIBILITY TO CONFIRM ACTUAL LOCATION AND DEPTH
PRIOR TO CARRYING OUT ANY EXCAVATION OR TRENCHING
WORKS.
EXISTING WATER SERVICES TO BE 4. CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING SERVICES
34. .20 ON SITE PRIOR TO COMMENCEMENT OF WORKS.
34.
34.
76 94 35.
14
35 Edge of Bitumen 35.
24
35.
09DISCONNECTED AND CAPPED OFF DURING
86 35.31 35 CONSTRUCTION 5. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR TO
35.25 20
35
35.
05 Back of Kerb 35. ANY DEMOLITION WORKS COMMENCING ON SITE.
TBM 5.3
35. 8 32
23 35.2
RL.334
6. ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE CLEARED,
35
W W W W W W W W W W W W W W W
(Sc2 AH
MULCHED AND REMOVED FROM SITE IN ACCORDANCE WITH
Telstra PTit 35.4
3
35.4
3 35.3
6
T PAL
rew D
T T T T T T T T T T TW T T APPROVED VEGETATION CLEARING PLAN (BY OTHERS) OR IF
M PAL ater PAL SCHEDULED STOCKPILE FOR USE BY LANDSCAPER.
in
35.2
5
M Met M
W
er 7. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES ON SITE AND
K
Water Meter PALM PAL
erb
8
35.6
5.4
2
35.5
4 61°39'00" 35.7
6 35.
78 M MAKE SUITABLE ARRANGEMENTS TO HAVE DISCONNECTED PRIOR
)
3
WAT Rock TO DEMOLITION WORKS BEGINNING.
0.41 35
.17 27.167 Water
35
.69
8. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED
EXISTING DRIVEWAY AND CARPORT TO BE Feature
35.
010 ON THIS DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND
35.
75
35.
35.
DEMOLISHED AND REMOVED FROM SITE 35.4
8 35.5
6
77
66
67
35.2
7 RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
RLP3ond Rock
Pump
35.66
2 35.
56 Edg 9. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR
EXISTING ELECTRICAL CONNECTION 35.3 5.83 35.54
e ADJOINING PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR
TO BE REMOVED. REMOVAL AND
35.
35.5
8 TO COMMENCEMENT OF ANY WORKS ON SITE.
58
REPLACEMENT TO BE ARRANGED P
BY SITE SUPERINTENDANT 35.4
0 35.14 PAL Cop ool 10. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING
M RL3 ing STRUCTURES, ROADS AND SERVICES WITHIN LIMIT OF WORKS AND
35.1
7
Paving 35.5
2 5.53
35.6
4
7 REMOVE FROM SITE U.N.O.
35.4
5 35.5
11. WHERE NECESSARY, CONTRACTOR SHALL OBTAIN ALL
35.
PALM 26
Roof RL39.84
35
53
5. NECESSARY APPROVALS TO CARRY OUT SERVICES RELOCATION
.52
35.5
3 18 1
35 35.2 35.6
1
Rock
Edge
5.15 0
3 35.5 OR ALTERATIONS.
1
PALM
35 35.48
Gutter RL37.73
35
.54
6
.47
TT PALM 35
.4
TREE 0.31006
0. 9
35.7
1 35.50
Pavi
68 12 ng 35.44
5 35.
35.2
10 35 PA
. 5 1
LM
35
3
.14
35.4 2
RP1 45
6 35.4
35.5 .49
35
6 35
.37
35.17 35.2 35.4 35.43
4 35.3
6
Ridge RL41.79
397
0
Gutter RL40.30
35
35.0 35.1
4
.33
0 3 35.3
35.1
35
35.
35.31
PAL
35.
76
.28
35.12
39
Paving M
31
Deck Paving 35.26
331°39'00"
RP1 43
151°39'00"
5.07 5.15 4
30.175
3 35.08 3 35.2
30.175
35.1 Roof RL40.48 Stairs
397
8 8 35.20
35.1 8 35.1
44 Roof RL39.98
Roof RL37.20
35.02
7
4 35.0
Stairs
.98
35.0
6
3
34
TREE 0.30707 Floo Floo
RL3 r Lev PAL
35.04 RL3 r Lev U 5.28 el M
5.19 el Lev pper 2
el R Flo 35.1
L38 or 34.9
9
35.11
FL35.03
Shed
.06 34.9
6
35 .02
35
34 Ridge RL41.48 35 34.9
2
35
.89
.03
34
Gas
.9
2
34.6
9 35.0
Concrete H
Gutter RL40.50 W
8
Deck 35.20 4.94
3
34.87
EXISTING WALLS, BUILDING, POOL, DECK,
Store Gutter RL40.33 35.07 34. Stairs
97
Concrete 34.8
2
CARPORT, SHED AND PAVED AREAS TO BE
35.1
34
.82
34.9
6 35.17 7 DEMOLISHED AND REMOVED FROM SITE
8
34.6
3
3 4.7 9
34.7 34.8
8
34.8
6
34.
TREE 0.20603
34.6
6 34 .67 34.7
9 69
1
34.76 34.6 EXISTING SEWER SERVICE TO BE
34
Con Sew.5e2r M
DISCONNECTED AND CAPPED OFF DURING
FL3Shed
7
34.7
cret 34.5
7
Unable t anhole CONSTRUCTION
4.67 e 08 Measure o
6
34.6
1 5
0.3 Invert S S S S
S
GREV 0.51510 34.5
GU M
S
4.57 8 PAL
3
.5 2 M 1 34.
34.5
4 34 34.5 40
241°39'00"
EXISTING TREES TO BE REMOVED, Roo 27.167
MULCHED AND DISPOSED OF OFF-SITE fR
L37 RP1 133 132
.00 RP1
Ridg
604
RP1 134 eR
L37 25
604
2
604 .46 Ro of 5
25 CLIENT DETAILS:
6
RL3
6.0
PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
14 WYANDRA STREET, NOOSA HEADS
14 Wyandra Pty Ltd TITLE: STATUS:
EXISTING FEATURES FOR APPROVAL
14 WYANDRA STREET, NOOSA HEADS NOT FOR CONSTRUCTION
© ABN 89 647 469 707 JARO BAULEKA AND DEMOLITION PLAN
37 MARY ST RPEQ: 2693
01 24/08/2022 ISSUED FOR APPROVAL MVP SCALE:
NOOSAVILLE, QLD 4566 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 24/08/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
003 20220171 A1 01
Section 17
N
WYANDRA STREET
35.28
35.20
35.31
34.91
35.14
PROVIDE 1.5m WIDE CONCRETE PROPOSED RESIDENTIAL DRIVEWAY
FOOTPATH FOR LENGTH OF CROSSOVER IN ACCORDANCE WITH
STREET FRONTAGE. REFER IPWEA RS-049 & 050
NSC STD DWG RS-065.
NEW CONNECTION TO EXISTING WATER
35.20
34.76
34.94
35.09
35.24
Edge of Bitumen
35.14
SUPPLY
35.25
35.31
Back of Kerb
TB
34.86
35.32
35.05
35
35.20
M
RL
Telstra Pit
8
35.23
35.2
W W W W W W W W W W W W W W W
(Sc AHD
35
re
.32
w
in
SW
Ke
T T T
SW
T T T T T T T T T T T T
rb
)
PALM
PALM
letterbox
WPALM
Water Meter
+35.75
Water Meter
letterbox
PALM
PALM
61°39'00"
35.54
SW
SW
27.167
0.41010
WAT SW
SW
SW
SW
SW SW SW
PALM
SW
Roof RL39.84
+35.10
TT 0.91210
+35.50
SW
PALM
331°39'00"
SW
+35.10
SW 30.175
35.51
TREE 0.31006
Ridge RL41.79
RP139776
45
SW
outdoor shw
SW
+35.25
+35.10
151°39'00"
30.175
SW
Roof RL39.98
SW
35.02
TREE 0.30707
RP139776
Roof RL37.20
43
p
p
SW
+35.00
SW
outdoor shw
dw s s
35
t
35
ct
rf
rf
p
p
cbd cbd NEW CONNECTION TO EXISTING SEWER
SERVICE
+34.75
+35.10 +35.10
+34.91
35.17
+34.90 +34.90
TREE 0.20603
Measure Invert
Sewer Manhole
+35.10
+34.75
Unable to
GREV 0.51510
34.52
GUM 0.31508
S S S S
S
S
34.58
34.57
+34.50
241°39'00"
27.167
.00
37
RL
of
Ro
6
7.4
e RL3
g
Rid
RP160425
RP160425
133
6
132
6.0
RP160425
L3
134
f R
Roo
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
14 WYANDRA STREET, NOOSA HEADS
14 Wyandra Pty Ltd TITLE: STATUS:
PROPOSED LAYOUT FOR APPROVAL
© ABN 89 647 469 707
14 WYANDRA STREET, NOOSA HEADS JARO BAULEKA NOT FOR CONSTRUCTION
37 MARY ST RPEQ: 2693
01 24/08/2022 ISSUED FOR APPROVAL MVP SCALE:
NOOSAVILLE, QLD 4566 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 24/08/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
010 20220171 A1 01
Section 18
N
35 0
35
.25 25
.
.00
0 35
0
35.2
50
00
35.0
W W W W W W W W W W W W W W W
0 5
35.250
.2
35
T T 35.250 T T T T T T T T T T T T T
35.5
00
W
0
.75
35
35.500
35.
250
35.
750
35.7
35.250
50
35.250
-0. -0. -0. -0. -0. -0.
06 17 10 47 42 46
1m 9m 1m 9m 2m 3m
35.50
0
35.500
50
.7
35
35.500
0.0
5 3m -0. -0. -0. -0. -0.
03 11 39 32 28
6m 1m 4m 1m
35.0035
5m
00 0 .0
35.25
0
0.1
05 0.0 -0.
m 0.0 -0. 07 -0.
48 44 04 6m 01
m m 6m 1m
0
35.00
35
.00
0
0.2 0.1
62 05 0.1 0.0 0.1
m m 19 98 0.0 8 6m
m m 9 9m
34.
750
LEVELS SHOWN ARE TO FINISHED
LEVEL OF 35.1m AHD
50
LEGEND
0.4 34.7
50 0.2 0.2 0.3 0.3
m 0.3 40 36 97 7 9m
08 m m m CUT
m .75
0
34
FILL
00 S S S S
S
34.5
S
34
.45 EARTHWORKS VOLUMES
0.5 0.5 0 0.6 0m
50 0.5 34.50 EARTHWORKS VOLUMES FROM
m 74 85 21
m m m EXISTING SURFACE TO DESIGN
SURFACE
CUT = 54M3
FILL = 93M3
BALANCE = 39M3
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
14 WYANDRA STREET, NOOSA HEADS
14 Wyandra Pty Ltd TITLE: STATUS:
EARTHWORKS PLAN FOR APPROVAL
© ABN 89 647 469 707
14 WYANDRA STREET, NOOSA HEADS JARO BAULEKA NOT FOR CONSTRUCTION
37 MARY ST RPEQ: 2693
01 24/08/2022 ISSUED FOR APPROVAL MVP SCALE:
NOOSAVILLE, QLD 4566 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 24/08/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
020 20220171 A1 01
The text continues on section 19.