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20220214-Cv
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D Ke EARTHWORKS NOTES
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1. FOR GENERAL NOTES REFER DWG 002, WHICH IS TO BE REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF
D
N
N
CONSTRUCTION IF NOT SUPPLIED.
A
34.83
Y
35.11
W
A
34. B 021 2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM OVER THE EXTENT OF THE WORKS UNLESS
20
021 DIRECTED OTHERWISE AND STOCKPILED FOR FUTURE USE AS NON-STRUCTURAL FILL IF REQUIRED, OR REMOVE FROM SITE.
35
33.4 3. COMPACT THE EXPOSED SUBGRADE OR LOOSE TOP LEVEL MATERIAL TO A MINIMUM 98% STANDARD MAXIMUM DRY DENSITY
0 TO AS1289 5.1.1. ANY 'SOFT SPOTS' IDENTIFIED BY THE PROOF ROLLING SHALL BE REMOVED AND REPLACED WITH A
34
COMPACTED IMPORTED GENERAL FILL MATERIAL TO THE ABOVE COMPACTION REQUIREMENTS.
4. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED WHERE NECESSARY TO OBTAIN
32.33 SUBGRADE/PLATFORM LEVEL. IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN GRADED MATERIAL FREE OF ORGANIC
33
34. MATTER AND STONES GREATER THAN 150mm AND CAPABLE OF BEING COMPACTED INTO COHERENT FILLING TO THE
34. 64 Edge of Bitumen SPECIFIED STANDARD. THE MATERIAL SHALL HAVE A LINEAR SHRINKAGE NOT GREATER THAN 8% AND A MINIMUM C.B.R. OF
42 34.
34.
12 35 35.
99 10%.
33. 09
70 Back of Kerb 5. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE PROPERTY BOUNDARY OF THE SUBJECT SITE,
34
34.
.75
INCLUDING REAR OF RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS IN CUT/
53
34.22
33.2 34.
7 03
6. ALL RETAINING WALL GREATER THAN 1M TO BE STRUCTURALLY DESIGNED WITH CONSTRUCTION CERTIFICATION BY
32
MANUFACTURER / INSTALLER.
33.58
.57
33.3
7. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1' SOIL ENGINEERING SUPERVISION IN ACCORDANCE
8
32.
32
73 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
32.64
SPECIFICATIONS AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE WITH A MINIMUM 150KPA BEARING CAPACITY UNDER
35.42
32.1
THE PLATFORM/STRUCTURES.
32
.15
4
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.
32.82 9. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS
OPERATIONS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS.
CUT/FILL DEPTH RANGE
Lower_value Upper_value Colour
10. CONTRACTOR TO UNDERTAKE ALL EARTHWORKS TESTING TO COMPLY WITH THE PROJECT SPECIFICATION AND LOCAL
AUTHORITY REQUIREMENTS.
-0.9 to -1. M
11. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH LANDSCAPE DRAWINGS WHERE
-0.8 to -0.9 M AVAILABLE.
35.09
-0.7 to -0.8 M 12. FINISHED EARTHWORKS SURFACES TO BE STABILISED
-0.6 to -0.7 M 13. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE CONTENT.
FL 33.3m AHD
14. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING.
C 32.97 FL 34.1m AHD C -0.5 to -0.6 M
021 021
-0.4 to -0.5 M 15. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH ALL APPROVED MANAGEMENT PLANS.
16. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING WALLS (TEMPORARY OR PERMANENT)
34.88 -0.3 to -0.4 M
43
AS PER RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION.
FL 34.5m AHD
-0.2 to -0.3 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 COVER OR ENCLOSE
-0.1 to -0.2 M STOCKPILES WHERE REASONABLY PRACTICAL TO RESTRICT DUST MOVEMENT.
0 to -.1 M 18. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE CONTRACTOR IS TO NOTIFY
RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
0 to .1 M
19. ALL BATTERS TO BE KEYED/STEPPED INTO EXISTING MATERIAL AS DIRECTED BY GEOTECHNICAL ENGINEER. CONTRACTOR TO
0.1 to 0.2 M ALLOW FOR ALL KEYING/STEPPING AS REQUIRED.
D D
02132.9 33.25 021
4 20. ALL TEMPORARY AND FINAL BATTER SLOPES ARE TO BE INSPECTED AND APPROVED BY GEOTECHNICAL ENGINEER.
0.2 to 0.3 M
CERTIFICATION OF LONG TERM STABILITY TO BE PROVIDED BY GEOTECHNICAL ENGINEER PRIOR TO PRACTICAL COMPLETION.
FL 33.5m AHD 34.78
FL 34.5m AHD
0.3 to 0.4 M
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 SAFETY GREATER THAN OR
0.4 to 0.50 M EQUAL TO 1.5 AGAINST GEOTECHNICAL FAILURES.
0.5 to 0.6 M 22. IT IS RECOMMENDED THAT THE GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE SOIL CONDITIONS PRIOR TO
EARTHWORKS COMMENCING.
0.6 to 0.7 M
0.7 to 0.8 M EARTHWORKS VOLUMES
32.95 EARTHWORKS VOLUMES FROM
0.8 to 0.9 M
EXISTING SURFACE TO DESIGN
33
0.9 to 1 M SURFACE
34.4
1 34.49 CUT = -81.1m³
FILL = 82.4m³
BALANCE = 1.3m³
32.74
FL 34.1m AHD
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
34 34.29 COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED
FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO
33 ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
.7
33 7 RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN
.42 A ACCORDANCE WITH RELEVANT SERVICE PROVIDER
B 021 SPECIFICATIONS AND STANDARD DETAILS
32
021
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CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
MOLTI INVESTMENTS PTY LTD TITLE: STATUS:
12 WYANDRA STREET BULK EARTHWORKS FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
NOOSA HEADS, QLD, 4567 BEN PARRY LAYOUT PLAN CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 16/09/2022 ISSUED FOR APPROVAL JC MVP BP SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 16/09/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
020 20220214 A1 01
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