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civil
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EARTHWORKS NOTES
1. FOR GENERAL NOTES REFER DWG 002, WHICH IS TO BE REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF
CONSTRUCTION IF NOT SUPPLIED.
B 0.00
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2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM OVER THE EXTENT OF THE WORKS
UNLESS DIRECTED OTHERWISE AND STOCKPILED FOR FUTURE USE AS NON-STRUCTURAL FILL IF REQUIRED, OR
STREET
REMOVE FROM SITE.
PEARL
3. COMPACT THE EXPOSED SUBGRADE OR LOOSE TOP LEVEL MATERIAL TO A MINIMUM 98% STANDARD MAXIMUM
DRY DENSITY TO AS1289 5.1.1. ANY 'SOFT SPOTS' IDENTIFIED BY THE PROOF ROLLING SHALL BE REMOVED AND
REPLACED WITH A COMPACTED IMPORTED GENERAL FILL MATERIAL TO THE ABOVE COMPACTION
REQUIREMENTS.
4. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED WHERE NECESSARY TO OBTAIN
SUBGRADE/PLATFORM LEVEL. IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN GRADED MATERIAL FREE OF
ORGANIC MATTER AND STONES GREATER THAN 150mm AND CAPABLE OF BEING COMPACTED INTO COHERENT
FILLING TO THE SPECIFIED STANDARD. THE MATERIAL SHALL HAVE A LINEAR SHRINKAGE NOT GREATER THAN 8%
AND A MINIMUM C.B.R. OF 10%.
5. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE PROPERTY BOUNDARY OF THE SUBJECT
SITE, INCLUDING REAR OF RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS IN CUT/
10.00 CUT/FILL DEPTH RANGE
Lower_value Upper_value Colour 6. ALL RETAINING WALL GREATER THAN 1M TO BE STRUCTURALLY DESIGNED WITH CONSTRUCTION CERTIFICATION
BY MANUFACTURER / INSTALLER.
-0.9 to -1.0 M
10.00 7. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1' SOIL ENGINEERING SUPERVISION IN
-0.8 to -0.9 M ACCORDANCE WITH APPENDIX B OF AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL
PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS HAVE BEEN CARRIED OUT IN
ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE
-0.7 to -0.8 M
WITH A MINIMUM 150KPA BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES.
-0.6 to -0.7 M
8. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO 98% STANDARD MAXIMUM DRY
DENSITY (AS 1289 5.1.1) IN LAYERS NOT EXCEEDING 150MM COMPACTED THICKNESS.
-0.5 to -0.6 M
9. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE CERTIFICATION THAT ALL GENERAL
-0.4 to -0.5 M EARTHWORKS OPERATIONS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS.
-0.3 to -0.4 M 10. CONTRACTOR TO UNDERTAKE ALL EARTHWORKS TESTING TO COMPLY WITH THE PROJECT SPECIFICATION AND
LOCAL AUTHORITY REQUIREMENTS.
-0.2 to -0.3 M
11. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH LANDSCAPE
DRAWINGS WHERE AVAILABLE.
45.63
-0.1 to -0.2 M
20.00 0. to -0.1 M
12. FINISHED EARTHWORKS SURFACES TO BE STABILISED
13. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE CONTENT.
0. to 0.1 M
20.00 14. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING.
ELM
0.1 to 0.2 M
15. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH ALL APPROVED MANAGEMENT PLANS.
40.00
A 0.2 to 0.3 M
- 16. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING WALLS (TEMPORARY OR
0.3 to 0.4 M PERMANENT) AS PER RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION.
30.00
0.4 to 0.5 M 17. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON UNPAVED ROADS, ACCESS TRACKS AND
STOCKPILES AT A SUFFICIENT LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS ARE TO
20.00
COVER OR ENCLOSE STOCKPILES WHERE REASONABLY PRACTICAL TO RESTRICT DUST MOVEMENT.
0.5 to 0.6 M
0.00
18. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE CONTRACTOR IS TO
0.6 to 0.7 M
10.00
NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
STREET
0.7 to 0.8 M 19. ALL BATTERS TO BE KEYED/STEPPED INTO EXISTING MATERIAL AS DIRECTED BY GEOTECHNICAL ENGINEER.
CONTRACTOR TO ALLOW FOR ALL KEYING/STEPPING AS REQUIRED.
0.8 to 0.9 M
A
30.00 0.9 to 1.0 M
20. ALL TEMPORARY AND FINAL BATTER SLOPES ARE TO BE INSPECTED AND APPROVED BY GEOTECHNICAL
ENGINEER. CERTIFICATION OF LONG TERM STABILITY TO BE PROVIDED BY GEOTECHNICAL ENGINEER PRIOR TO
- PRACTICAL COMPLETION.
1.0 to 1.1 M
30.00 21. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ALL CONSTRUCTED CUT/FILL BATTERS
AND RETAINING STRUCTURES ON THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF
1.1 to 1.2 M SAFETY GREATER THAN OR EQUAL TO 1.5 AGAINST GEOTECHNICAL FAILURES.
33.40 1.2 to 1.3 M 22. IT IS RECOMMENDED THAT THE GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE SOIL CONDITIONS
PRIOR TO EARTHWORKS COMMENCING.
C
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33.42 EARTHWORKS VOLUMES
EARTHWORKS VOLUMES FROM
B EXISTING SURFACE TO DESIGN
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SURFACE
CUT = -51.872m³
FILL = 266.445m³
BALANCE = 214.573m³
NOTE:
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN
DRAWINGS, ALL IN-GROUND SERVICES WITHIN THE PROPERTY
BOUNDARY INCLUDING BUT NOT LIMITED TO: STORMWATER
DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL AND
COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED
FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO
ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN
ACCORDANCE WITH RELEVANT SERVICE PROVIDER
SPECIFICATIONS AND STANDARD DETAILS
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED COMMERCIAL DEVELOPMENT
IRONBARK SMSF PTY LTD TITLE: STATUS:
48 ELM STREET BULK EARTHWORKS FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
02 25/05/23 RFI UPDATE BP BP BP COOROY, 4570, QLD BEN PARRY LAYOUT PLAN CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 09/02/23 OPW ISSUE BP JB JB SCALE:
NOOSA HEADS, QLD 4567 CPEng NER MIEAUST
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 25/05/23
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
020 20220206 A1 02
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