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engineering plans
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Log in to see the plans as drawnEARTHWORKS NOTES
EARTHWORKS GRADING OP WORKS
1. FOR GENERAL NOTES REFER DWG C01, WHICH IS TO BE REQUESTED AND ISSUE
VIEWED PRIOR TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED.
2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM S2 S3 S4
OVER THE EXTENT OF THE WORKS UNLESS DIRECTED OTHERWISE AND
STOCKPILED FOR FUTURE USE AS NON-STRUCTURAL FILL IF REQUIRED, OR
REMOVE FROM SITE.
3. WHERE SITE TOPSOIL IS TO BE RESPREAD ON SITE, CONTRACTOR TO
ALLOW TO SCREEN THE TOPSOIL OF ALL UNSUITABLE AND OVERSIZED EARTHWORKS CUT
MATERIAL. ALL UNSUITABLE MATERIAL GENERATED FROM SCREENING TO BE
REMOVED FROM SITE AT CONTRACTORS EXPENSE.
4. CONTRACTOR TO ALLOW FOR ALL COSTS ASSOCIATED WITH ROCK 29.01 30.80 30.80
EXCAVATION WITHIN CONTRACT RATES.
5. COMPACT THE EXPOSED SUBGRADE OR LOOSE TOP LEVEL MATERIAL TO A EARTHWORKS FILL
MINIMUM 98% STANDARD MAXIMUM DRY DENSITY TO AS1289 5.1.1. ANY 'SOFT
SPOTS' IDENTIFIED BY THE PROOF ROLLING SHALL BE REMOVED AND S1 S1
REPLACED WITH A COMPACTED IMPORTED GENERAL FILL MATERIAL TO THE
ABOVE COMPACTION REQUIREMENTS.
6. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED FINISHED EARTHWORKS LEVEL
WHERE NECESSARY TO OBTAIN SUBGRADE/PLATFORM LEVEL. IMPORTED
GENERAL FILL MATERIAL SHALL BE CLEAN GRADED MATERIAL FREE OF
29.01
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%.
7. 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.
8. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION
OF RETAINING WALL COLOUR AND FINISH.
9. ALL RETAINING WALL STRUCTURAL DESIGN AND CONSTRUCTION
CERTIFICATION BY MANUFACTURER / INSTALLER.
10. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 2' SOIL
ENGINEERING SUPERVISION IN 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 WITH A MINIMUM
150KPA BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES.
30.80 30.80
11. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO
98% STANDARD MAXIMUM DRY DENSITY (AS 1289 5.1.1) IN LAYERS NOT
30.80
EXCEEDING 150MM COMPACTED THICKNESS.
12. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE
CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS HAVE BEEN
CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS.
13. CONTRACTOR TO UNDERTAKE ALL EARTHWORKS TESTING TO COMPLY WITH
THE PROJECT SPECIFICATION AND LOCAL AUTHORITY REQUIREMENTS.
14. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN
ACCORDANCE WITH LANDSCAPE DRAWINGS. S2 S3 S4
15. FINISHED EARTHWORKS SURFACES TO BE STABILISED
16. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE
CONTENT.
17. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING.
18. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED
MANAGEMENT PLANS. S1 - DRIVEWAY SECTION VIEW
19. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE
INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE DOWNS, SILT FENCE ETC.
20. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR
RETAINING WALLS (TEMPORARY OR PERMANENT) AS PER RELEVANT
AUSTRALIAN STANDARDS AND LEGISLATION.
21. 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
REINSTATE EXISTING RETAINING
ARE TO COVER OR ENCLOSE STOCKPILES WHERE REASONABLY PRACTICAL
WALL TO STRUCTURAL ENGINEERS
TO RESTRICT DUST MOVEMENT. SPECIFICATION AS NECESSARY
22. 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.
23. ALL BATTERS TO BE KEYED/STEPPED INTO EXISTING MATERIAL AS DIRECTED
BY GEOTECHNICAL ENGINEER. CONTRACTOR TO ALLOW FOR ALL
KEYING/STEPPING AS REQUIRED. RETAINING WALL TO STRUCTURAL
ENGINEERS SPECIFICATIONS
SL
24. ALL TEMPORARY AND FINAL BATTER SLOPES ARE TO BE INSPECTED AND
36
APPROVED BY GEOTECHNICAL ENGINEER. CERTIFICATION OF LONG TERM INDICATIVE LOCATION OF EXISTING WATER MAIN.
.0
SL
9
SL
CONTRACTOR TO LOCATE AND LOWER IF REQUIRED
35
STABILITY TO BE PROVIDED BY GEOTECHNICAL ENGINEER PRIOR TO
35
.6
TO MAINTAIN MIN 800mm COVER. CONTRACTOR TO
0
.4
PRACTICAL COMPLETION.
0
LODGE WITH SERVICE PROVIDER AND ALLOW FOR
25. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ALL ALL ASSOCIATED COSTS.
CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES ON THE RESIDENTIAL DRIVEWAY ACCESS
SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF REFER TO NSC STD DWGS RS-049 & RS-050
SAFETY GREATER THAN OR EQUAL TO 1.5 AGAINST GEOTECHNICAL
FAILURES. FOR BASEMENT LAYOUT REFER TO
SL
SL
26. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS INCLUSIVE
32
ARCHITECTURAL PLANS
32
.5
SL
.4
7
OF TOPSOIL LAYER. REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR
0
INDICATIVE LOCATION OF EXISTING TELSTRA LINE.
32
BUILDING SLAB THICKNESSES AND HYDRAULIC DRAWINGS FOR SUB-FLOOR
.0
CONTRACTOR TO LOCATE AND LOWER IF REQUIRED TO
0
SL
UMEN
DRAINAGE FOR DETERMINATION OF REQUIRED BULK EARTHWORKS MAINTAIN MIN 600mm COVER. CONTRACTOR TO LODGE WITH EXISTING BIT
31
BITUMEN
SERVICE PROVIDER AND ALLOW FOR ALL ASSOCIATED EXISTING
.2
SURFACE.
0
COSTS. BRP
27. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS INCLUSIVE 08/07/21 ISSUED FOR OPW -
SL
RO LLOVER
30
OF 100mm TOPSOIL LAYER. DATE REVISION MARK CHK
.1
4
28. FOR DETAILED GEOTECHNICAL INFORMATION, REFER GEOTECHNICAL MAX
0
0
1 in 4
.0
.0
PROJECT ENGINEER
31
31
INVESTIGATION REPORT. IT IS RECOMMENDED THAT THE GEOTECHNICAL
SL
1 in 6
FL
FL
28
CONSULTANT BE CONTACTED TO CONFIRM THE SOIL CONDITIONS PRIOR TO 1 in 20 SHORING / STEPPED BATTERING OF
.8
6
1 in 40
3
EARTHWORKS COMMENCING. EARTHWORKS TO GEOTECHNICAL
.4
1 in 8
29
1
ENGINEERS SPECIFICATION
.2
29. WHERE NOMINATED ON THE PROJECT DRAWINGS, PRELOADING IS TO
FL
29
8
2
.0
.0
FL
29
OCCUR IN ACCORDANCE WITH THE PROJECT DRAWINGS, PROJECT
29
3,000L RAINWATER DETENTION
FL
FL
SPECIFICATION AND GEOTECHNICAL REPORT. CONTRACTOR TO ALLOW FOR TANK TO MANUFACTURERS
THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO UNDERTAKE SPECIFICATIONS
1.5m 2.0m 2.53m 1.5m 4.67m 1.5m 22.11m
THE PRELOADING OPERATIONS. CONTRACTOR TO ALLOW TO INSTALL
SETTLEMENT PLATES AT LOCATIONS NOMINATED BY THE GEOTECHNICAL
ENGINEER AND ALLOW FOR WEEKLY MONITORING AND REPORTING BY
SURVEY. PRELOAD IS NOT TO BE REMOVED UNTIL DIRECTED BY THE E [email protected]
SUPERINTENDENT.
30. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
A 37 MARY ST NOOSAVILLE, QLD
P +61 7 5211 1003
CLIENT
S2 - DRIVEWAY ACCESS SECTION S3 - VISITOR PARKING SECTION S4 - RESIDENT PARKING SECTION
NOVATO GROUP
PROJECT
SHORING OF EARTHWORKS
TO GEOTECHNICAL SHORING OF EARTHWORKS
UNIT DEVELOPMENT
1.2m BOUNDARY WALL
ENGINEERS SPECIFICATION TO GEOTECHNICAL
ENGINEERS SPECIFICATION 9 BOTTLEBRUSH AVENUE
INDICATIVE EXISTING BUILDING OUTLINE
NOOSA HEADS
SL
SL
29
PARTITION WALL TO BIN
29
SL
.5
SL
SL
.4
ENCLOSURE
29
225Ø PP STORMWATER PIPE
29
29
TITLE
.3
.2
SL
.2
EXISTING DRIVEWAY
SL
RETAINING WALL TO
34
BA TT
33
ER TO BE REMOVED RETAINING WALL TO
.0
TO
CONCRETE DRIVEWAY STRUCTURAL ENGINEERS
.9
SL
BULK EARTHWORKS AND
EX
ISTIN
1:10 TO EXISTING STRUCTURAL ENGINEERS
SL
G
SL
SL
SPECIFICATION
33
SL
SL
SPECIFICATION
33
.4
31
31
EXISTING BITUMEN
31
31
.2
.7
.6
.7
.7
SITE SECTIONS
TO BE REMOVED
5
5
7
7
.9
.9
28
28
FL
FL
1.2m 4.3m CONCRETE DRIVEWAY AREA AND VISITOR PARKING
0
0
0
.6
.2
.0
3,000L TRAFFICABLE RAINWATER 1.0m 13.6m 0.5m
31
32
31
PROJECT NO. DRAWING NO. STATUS
FL
W
DETENTION TANK CONNECTED TO
FL
CONCRETE DRIVEWAY AREA AND RESIDENT PARKING/STORE
0
TO
.0
ROOF WATER
31
20210008 C30 OPW
FL
0
0
1.0m 12.41m 1.68m 225Ø PP STORMWATER PIPE
.0
.0
31
31
DRAWN DESIGNED SCALE ISSUE
FL
FL
BRP BRP 1:100 A
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