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20210041 Bottlebrush Ave Op Works
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EARTHWORKS NOTES
1. FOR GENERAL NOTES REFER DWG C01, WHICH IS TO BE REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF OP WORKS
CONSTRUCTION IF NOT SUPPLIED.
2. FOR DETAILED GEOTECHNICAL INFORMATION, REFER GEOTECHNICAL INVESTIGATION REPORT BY TECTONIC. IT IS ISSUE
RECOMMENDED THAT THE GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE SOIL CONDITIONS PRIOR TO
EARTHWORKS COMMENCING.
3. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM OVER THE EXTENT OF THE WORKS UNLESS
BATTERS 200mm CLEAR OF
DIRECTED OTHERWISE AND STOCKPILED WHERE REQUIRED FOR FILL OF LANDSCAPING AREAS. TOPSOIL MATERIALS
SERVICES. MANUAL
MUST NOT BE USED IN STRUCTURAL FILL.
EXCAVATION OF BATTER TO REFER TO DETAIL OF EARTHWORKS CUT
4. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR SOFT MATERIALS ENCOUNTERED SHOULD BE
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PROTECT SERVICES. EXCAVATION NEAR
30.26 REMOVED DURING SUBGRADE PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE MATERIAL TO BE REMOVED
POLE
SEWER MANHOLE FROM SITE AT CONTRACTORS EXPENSE.
5. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES SUBSTANTIAL VOLUMES OF WATER COMBINED WITH
PROVIDE BUNTING MESH VIBRATORY COMPACTION EQUIPMENT. CARE MUST BE TAKEN TO ENSURE THERE ARE NO IMPACTS ON SURROUNDING
C1
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FENCE BARRIER 150mm C2 C3 C4 STRUCTURES. MATERIAL TO BE COMPACTED IN ACCORDANCE WITH GEOTECHNICAL REPORT AND AS1289.
CLEAR OF SERVICES TO
0 .2 0 6. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE REQUIRED ON SOIL SUBGRADES ALONG HAUL ROADS
WMPP
BUNTING MESH BARRIER
PROTECT INFRASTRUCTURE
1 . 3 .30 3 5 AND LAYDOWN AREAS TO IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN WOULD BE REQUIRED PRIOR TO
TELE PIT 3 31
MOBILISATION AND TRAFFICKING OF ANY HEAVY MOBILE PLANT ON THE SITE.
7. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED WHERE UNSUITABLE NATURAL MATERIALS
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ARE LOCATED AND AS OTHERWISE NECESSARY TO OBTAIN SUBGRADE/PLATFORM LEVEL. IMPORTED GENERAL FILL
6
MATERIAL SHALL BE CLEAN GRADED MATERIAL FREE OF ORGANIC MATTER AND STONES, WITH MAXIMUM PARTICLE SIZE
. 3 OF 100mm AND CAPABLE OF BEING COMPACTED INTO COHERENT FILLING TO THE SPECIFIED STANDARD. THE MATERIAL
L1 30 L1
SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 15%, A SHRINK-SWELL INDEX OF LESS THAN OR EQUAL TO 1% AND A
MINIMUM C.B.R. OF 10%.
8. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE CONTENT FOR STANDARD COMPACTION.
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9. 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. RETAINING WALLS
. 3 0 ARE TO BE PREPARED IN ACCORDANCE WITH STRUCTURAL ENGINEERS SPECIFICATIONS, AND IN CONFORMANCE WITH
. 3 0 31 CONSTRUCTION REQUIREMENTS OF GEOTECHNICAL REPORT.
31
10. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION OF RETAINING WALL COLOUR AND FINISH.
NET EARTHWORKS 11. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 2' SOIL ENGINEERING SUPERVISION IN
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ACCORDANCE WITH APPENDIX B OF AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE
VOLUME: 1,202m³ CUT 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 TO THE REQUIRED BEARING
CAUTION: UTILITIES IN VICINITY. CONTRACTOR TO CAPACITY UNDER THE PLATFORM/STRUCTURES AS SPECIFIED BY THE GEOTECHNICAL REPORT.
LOCATE ALL SERVICES AND CONFIRM ADEQUATE 12. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO 98% STANDARD MAXIMUM DRY DENSITY OR A
DEPTH OF COVER PRIOR TO WORKS COMMENCING. DRY DENSITY INDEX OF AT LEAST 75% IN ACCORDANCE WITH THE GEOTECHNICAL REPORT IN LAYERS OF 250MM LOOSE
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THICKNESS (PRIOR TO COMPACTION).
13. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO TESTS PER VERTICAL LIFT WHERE STRUCTURAL FILL
HEIGHTS EXCEED 300MM IN ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE ALL EARTHWORKS TESTING IN
ACCORDANCE WITH GEOTECHNICAL ENGINEER AND LOCAL AUTHORITY REQUIREMENTS.
14. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH LANDSCAPE DRAWINGS.
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15. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS.
16. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED MANAGEMENT PLANS.
0
17. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE INSTALLED INCLUDING BUT NOT LIMITED TO
. 3 .3 0 0 SHAKE DOWNS, SILT FENCE ETC IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL PLAN.
31 1 5 . 2 18. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING WALLS (TEMPORARY OR
3 3 PERMANENT) AS PER RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION.
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19. 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
STOCKPILES WHERE REASONABLY PRACTICAL TO RESTRICT DUST MOVEMENT.
20. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE CONTRACTOR IS TO NOTIFY
C1 C2 C3 C4 RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
21. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL
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ENGINEER AS OUTLINED IN THE GEOTECHNICAL INVESTIGATION REPORT BY TECTONIC. TEMPORARY UNSURCHARGED
CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED AT 1V:2H, AND IN MEDIUM DENSE SAND AT 1V:1H FOR BATTERS UP
TO 3M IN HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY THE GEOTECHNICAL ENGINEER.
22. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE ACHIEVED, TEMPORARY SHORING WILL BE REQUIRED
UNDER THE ADVICE OF A SPECIALIST SHORING CONTRACTOR.
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23. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE SPECIFIC DESIGN TO PREVENT UNDERMINING
WHICH SHOULD BE CARRIED OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ STRUCTURAL ENGINEER.
24. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ANY CONSTRUCTED CUT/FILL BATTERS AND
BUNTING MESH PROTECTION RETAINING STRUCTURES ON THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF SAFETY
BARRIER 150mm CLEAR OF POLE AGAINST GEOTECHNICAL FAILURES TO THEIR SATISFACTION.
25. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS INCLUSIVE OF TOPSOIL LAYER. REFER TO STRUCTURAL
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ENGINEERING DRAWINGS FOR BUILDING SLAB THICKNESSES AND HYDRAULIC DRAWINGS FOR SUB-FLOOR DRAINAGE FOR
POLE
DETERMINATION OF REQUIRED BULK EARTHWORKS SURFACE.
26. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERS REQUIREMENTS.
CONTRACTOR TO ALLOW FOR THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO UNDERTAKE THE
0.2m PRELOADING OPERATIONS.
27. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
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0.25m
3%
DO NOT DISTURB ZONE FOR POLE ALL TEMPORARY SHORING AND/OR BATTERS
STABILITY. NO POWERED TO CONFORM TO GEOTECHNICAL 25/02/2022
EXCAVATION WITHIN 1M OF POLE 0.25m
ENGINEERS SPECIFICATIONS.
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EA ID: 2557785
45° RPEQ: 26443
DO NOT SCALE, IF IN DOUBT ASK!
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DETAIL OF EXCAVATION NEAR POLE
ALL TEMPORARY SHORING AND/OR
INDICATIVE TELSTRA AND WATER SERVICES. BATTERS TO CONFORM TO GEOTECHNICAL
B 22/02/22 UPDATE FOR RFI BRP NW
CONTRACTOR TO LOCATE AND CONFIRM DEPTH ON SITE, ENGINEERS SPECIFICATIONS.
AND RELOCATE AS NECESSARY TO ENSURE MIN 600M A 01/12/21 ISSUED FOR OPW BRP MVP
COVER FOR TELSTRA AND MIN 800MM COVER FOR WATER. Rev Date Description By Chk
VIP RL 31.5
2
FINISHED SURFACE
1 in
3% 3%
VIP RL 29.865
INDICATIVE ROAD CL
SEWER MAIN [email protected]
VIP RL 29.505
VIP RL 29.465
APPROX I.L 28.91m
37 MARY ST NOOSAVILLE, QLD
07 5211 1003
HORIZONTAL CURVE DATA Client
NOVATO GROUP
VERTICAL CURVE LENGTH (m) VC 5
VERTICAL CURVE RADIUS (m) R 24.99 Project Name
VERTICAL GEOMETRY GRADE (%) -8.9% 12.5% 20% 20% 0% RL 27.000 RL 28.000 RL 28.300 RL 28.300 27 BOTTLEBRUSH AVE
VERTICAL GEOMETRY LENGTH (m) 2.64 0.45 3.2 2.78 5.39 28.12
NOOSA HEADS
-0.644
0.000
-0.762
-0.752
-1.002
-0.578
-0.595
-0.706
-0.624
0.000
0.000
-2.534
-2.536
-2.980
-3.756
-3.751
-3.746
-3.264
-3.070
-3.010
0.000
-5.306
-5.334
-5.353
-5.353
-5.353
-5.353
-5.353
-5.376
-5.378
0.000
0.000
-0.563
-0.623
-0.593
-0.082
-0.190
-0.283
-0.343
-0.342
-0.356
0.000
CENTRELINE CENTRELINE CENTRELINE CENTRELINE
DATUM RL = 27.900 CUT/FILL CUT/FILL CUT/FILL
CUT/FILL
CENTRELINE
-0.188
-0.562
-0.757
-0.756
-0.754
-0.858
-1.189
-1.786
-3.577
-5.346
0.008
31.66
30.868
30.808
30.868
31.300
31.300
31.300
31.300
31.300
31.80
33.81
31.300
31.300
31.300
31.300
31.300
31.300
31.300
31.300
31.300
34.082
31.301
31.300
31.300
31.300
31.300
31.300
31.300
31.300
31.301
36.69
36.59
29.827
Title
30.40
29.887
29.887
30.498
30.500
30.505
30.515
30.524
30.534
30.54
CUT/FILL DESIGN EW DESIGN EW DESIGN EW
DESIGN EW
SURFACE SURFACE SURFACE SURFACE BULK EARTHWORKS PLAN
29.465
29.268
29.665
30.221
30.407
30.800
31.175
31.300
31.300
31.300
31.300
DESIGN EW SURFACE
36.59
31.66
31.63
31.56
31.87
31.88
31.90
31.94
32.01
31.92
31.80
31.80
33.81
33.83
33.84
34.28
35.06
35.05
35.05
34.56
34.37
34.31
36.61
36.63
36.65
36.65
36.65
36.65
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