Original source · versioned page text
20220206 48 Elm St SWMP
Original PDF page 23, section 1. The text section number identifies this passage in the reader.
dTU
d OF
dWM
EARTHWORKS NOTES
dE
1. FOR GENERAL NOTES REFER DWG 002, WHICH IS TO BE REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF
dWM
CONSTRUCTION IF NOT SUPPLIED.
dTU
d OF
N C
dE
2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM OVER THE EXTENT OF THE WORKS
dWM
021 UNLESS DIRECTED OTHERWISE AND STOCKPILED FOR FUTURE USE AS NON-STRUCTURAL FILL IF REQUIRED, OR
REMOVE FROM SITE.
dWM
dE
dTU
dOF
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
dWM
REPLACED WITH A COMPACTED IMPORTED GENERAL FILL MATERIAL TO THE ABOVE COMPACTION
dE
dWM REQUIREMENTS.
dTU
dOF
(D) 4. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED WHERE NECESSARY TO OBTAIN
TRE ET (D)
PEARL S
SUBGRADE/PLATFORM LEVEL. IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN GRADED MATERIAL FREE OF
dE
dWM
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%
dWM
107 AND A MINIMUM C.B.R. OF 10%.
dTU
dOF
.5
dE
(D)
5. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE PROPERTY BOUNDARY OF THE SUBJECT
dWM
SITE, INCLUDING REAR OF RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS IN CUT/
(D)
dE
dWM
dTU
dOF
6. ALL RETAINING WALL GREATER THAN 1M TO BE STRUCTURALLY DESIGNED WITH CONSTRUCTION CERTIFICATION
10 BY MANUFACTURER / INSTALLER.
7 .5 dS
(D)
dS
dE
d WM
dS
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
dWM
dE
dTU
dOF
dE PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS HAVE BEEN CARRIED OUT IN
(D)
dE
dE
dE ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE
dE
dE WITH A MINIMUM 150KPA BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES.
dWM
dE
8.5
dE
dE
(D)
10
dE
108.0
1 8. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO 98% STANDARD MAXIMUM DRY
dTU
dE
dE 07
dS
dTU
dWM
dOF
dE .5 dWM
dTU
dE DENSITY (AS 1289 5.1.1) IN LAYERS NOT EXCEEDING 150MM COMPACTED THICKNESS.
dWM
dTU
dE
dWM
dTU
dE
(D)
dE
dTU
dE dWM 9. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE CERTIFICATION THAT ALL GENERAL
dWM
dE
dTU
dE dWM EARTHWORKS OPERATIONS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS.
dE
dTU
dWM
dS
dE dTU 107
dWM
dTU
dE .5
dOF
dWM
dE
dTU
dWM 10
(D)
dE dTU 7.5 10. CONTRACTOR TO UNDERTAKE ALL EARTHWORKS TESTING TO COMPLY WITH THE PROJECT SPECIFICATION AND
dE dWM
dE
dTU
dE dWM LOCAL AUTHORITY REQUIREMENTS.
dE (D)
10
dTU
dE 108.0 dWM
dWM
8.
dTU
dE dWMWM (D)
dS
5
dE
(D)
dTU
dE dTU dWM 11. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH LANDSCAPE
dTU
dOF
dWM O
(D) DRAWINGS WHERE AVAILABLE.
dWM
dE dTU O O
O
dWM O O
O O
(D)
dTU O
dWM
dE O O
dTU O O
dE
O O
dWM
O
(D)
O
(D) 12. FINISHED EARTHWORKS SURFACES TO BE STABILISED
dE dTU O O
O O
dWM O O
dS
107
O O
O
dWM
dE O
(D)
O O
O O / /
O
/
dWM
O
/
.5
O
/
/
/
O
13. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE CONTENT.
dTU
O
/
O
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