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Approved Amended Plans OPW24/0043
Plans and drawings: the text below has words only, no drawings.
Original PDF page 3, section 1. The text section number identifies this passage in the reader.
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EARTHWORKS NOTES
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1. FOR GENERAL NOTES REFER DWG 002, WHICH IS TO BE REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF
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CONSTRUCTION IF NOT SUPPLIED.
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N C
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2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM OVER THE EXTENT OF THE WORKS
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021 UNLESS DIRECTED OTHERWISE AND STOCKPILED FOR FUTURE USE AS NON-STRUCTURAL FILL IF REQUIRED, OR
REMOVE FROM SITE.
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B 3. COMPACT THE EXPOSED SUBGRADE OR LOOSE TOP LEVEL MATERIAL TO A MINIMUM 98% STANDARD MAXIMUM
021 DRY DENSITY TO AS1289 5.1.1. ANY 'SOFT SPOTS' IDENTIFIED BY THE PROOF ROLLING SHALL BE REMOVED AND
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REPLACED WITH A COMPACTED IMPORTED GENERAL FILL MATERIAL TO THE ABOVE COMPACTION
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dWM REQUIREMENTS.
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(D) 4. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED WHERE NECESSARY TO OBTAIN
TREE T (D)
PEARL S
SUBGRADE/PLATFORM LEVEL. IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN GRADED MATERIAL FREE OF
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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%
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107 AND A MINIMUM C.B.R. OF 10%.
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.5
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(D)
5. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE PROPERTY BOUNDARY OF THE SUBJECT
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SITE, INCLUDING REAR OF RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS IN CUT/
(D)
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6. ALL RETAINING WALL GREATER THAN 1M TO BE STRUCTURALLY DESIGNED WITH CONSTRUCTION CERTIFICATION
10 BY MANUFACTURER / INSTALLER.
7. dS
(D)
5 dS
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10
108.5 dS 7. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1' SOIL ENGINEERING SUPERVISION IN
8.
0
dS ACCORDANCE WITH APPENDIX B OF AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL
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dE
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dE PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS HAVE BEEN CARRIED OUT IN
(D)
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dE ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE
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dE WITH A MINIMUM 150KPA BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES.
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8.5
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(D)
10
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108.0
10 8. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO 98% STANDARD MAXIMUM DRY
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dE
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dS
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dE 7. dTU
5 DENSITY (AS 1289 5.1.1) IN LAYERS NOT EXCEEDING 150MM COMPACTED THICKNESS.
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dE
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dE
(D)
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dE dWM 9. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE CERTIFICATION THAT ALL GENERAL
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dE
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dE dWM EARTHWORKS OPERATIONS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS.
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dS
dE dTU 107
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dE .5
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(D)
dE dTU 7.5 10. CONTRACTOR TO UNDERTAKE ALL EARTHWORKS TESTING TO COMPLY WITH THE PROJECT SPECIFICATION AND
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dE dWM LOCAL AUTHORITY REQUIREMENTS.
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10
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dE 108.0 dWM
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8
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.5
(D)
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(D)
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dE dTU dWM 11. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH LANDSCAPE
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(D) DRAWINGS WHERE AVAILABLE.
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dE dTU O O
O
dWM O O
O O
(D)
dTU O
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dE O O
dTU O O
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O O
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O
(D)
O
(D) 12. FINISHED EARTHWORKS SURFACES TO BE STABILISED
dE dTU O O
O O
dWM O O
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107
O O
O
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O
(D)
O O
O O / /
O
/
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O
/
.5
O
/
/
/
O
13. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE See the original
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