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20220078 Wyandra St SWMP
Original PDF page 18, section 1. The text section number identifies this passage in the reader.
OP WORKS
NOT FOR CONSTRUCTION
EARTHWORKS NOTES
1. FOR GENERAL NOTES REFER DWG C01, WHICH IS TO BE REQUESTED AND VIEWED PRIOR TO COMMENCEMENT
N
OF CONSTRUCTION IF NOT SUPPLIED. EW CUT / FILL DEPTHS
2. IT IS RECOMMENDED THAT A GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE SOIL CONDITIONS Lower value Upper value Colour
PRIOR TO CONSTRUCTION COMMENCING.
3. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM OVER THE EXTENT OF THE WORKS -1.4 to -1.3 m
t
UNLESS DIRECTED OTHERWISE AND STOCKPILED WHERE REQUIRED FOR FILL OF LANDSCAPING AREAS. TOPSOIL
ran
24.70 24.79
MATERIALS MUST NOT BE USED IN STRUCTURAL FILL. -1.3 to -1.2 m
Hyd
4. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR SOFT MATERIALS ENCOUNTERED SHOULD
BE REMOVED DURING SUBGRADE PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE MATERIAL TO BE -1.2 to -1.1 m
Fire
24.68 REMOVED FROM SITE AT CONTRACTORS EXPENSE.
Sewer Manhole 5. COMPACTION OF EXPOSED SAND SUBGRADE MAY REQUIRES SUBSTANTIAL VOLUMES OF WATER COMBINED
25.46 -1.1 to -1.0 m
25.41
25 102°02 41 WITH VIBRATORY COMPACTION EQUIPMENT(E.G VIBRATING PLATE OR MINIMUM 4 TONNE VIBRATING SMOOTH
.77 '00 DRUM ROLLER).
20.115 " RP139776
C
-1.0 to -0.9 m
24.7 26.35 6. CARE MUST BE TAKEN TO ENSURE THERE ARE NO IMPACTS ON SURROUNDING STRUCTURES. MATERIAL TO BE
3 TREE 0.1 COMPACTED IN ACCORDANCE WITH GEOTECHNICAL CONSULTANT RECOMMENDATIONS AND AS1289.
50 805 -0.9 to -0.8 m
5
7. TEMPORARY SWALE DRAINS TO BE PROVIDED ALONG CREST AND TOE OF ANY CUTS AND ABOVE FILL BATTERS
.2
A
24
25
26.83
24.00 .69
TREE 0.151004 27.0 Sewer GRADING DISCHARGE TO A CONTROL POINT FOR DISCHARGE TO EXISTING STORMWATER INFRASTRUCTURE IN
24.10 2
LIL 0.1 Line In
7
27.07 d icative ROAD RESERVE. -0.8 to -0.7 m
.5
3
50905
.7
26
9
26.60
Only (N
25
n
.2
rb
26.22 8. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE REQUIRED ON SOIL SUBGRADES ALONG HAUL
25
itume
26.69 ot Locate
f Ke
25. 26.09
52 ROADS
d b AND LAYDOWN AREAS TO IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN WOULD BE REQUIRED
3m
-0.7 to -0.6 m
5
27.
PRIOR yTOSMOBILISATION
.3
71 86
27. urvey)
26
2
AND TRAFFICKING OF ANY HEAVY MOBILE PLANT ON THE SITE.
EET
.8
7
ck o
3
of B
24
.4
2
9. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED WHERE UNSUITABLE NATURAL
26
24.17
0. Deck
-0.6 to -0.5 m
0
2
2
9m
41
.7
.9
24.4
26. MATERIALS ARE LOCATED AND AS OTHERWISE NECESSARY TO OBTAIN SUBGRADE/PLATFORM LEVEL. IMPORTED
26
25
-
a
26.41
2
B
Edge
GENERAL FILL MATERIAL SHALL BE CLEAN GRADED MATERIAL FREE OF ORGANIC MATTER AND STONES, WITH
6
4
-0.5 to -0.4 m
-0.
.6
1m
MAXIMUM PARTICLE SIZE OF 100mm AND CAPABLE OF BEING COMPACTED INTO COHERENT FILLING TO THE
a
26
25 26.
Telstr
.84 45 SPECIFIED STANDARD. THE MATERIAL SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 15%, A SHRINK-SWELL
R
73
Pit
6
.4
23.57 INDEX OF LESS THAN OR EQUAL TO 1% AND A MINIMUM C.B.R. OF 10%. -0.4 to -0.3 m
25
-0.
A
4
RA ST
.5
23. 10. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE CONTENT FOR STANDARD COMPACTION.
24
67
11. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE PROPERTY BOUNDARY OF THE SUBJECT -0.3 to -0.2 m
00"
26 SITE, INCLUDING REAR OF RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS IN CUT.
26.150
.50
RETAINING WALLS ARE TO BE PREPARED IN ACCORDANCE WITH STRUCTURAL ENGINEERS SPECIFICATIONS, AND
12°02'
-0.2 to -0.1 m
0
.5
9m
9
26
IN CONFORMANCE WITH CONSTRUCTION REQUIREMENTS OF GEOTECHNICAL REPORT.
.4
27.
27
Deck Stairs
7
46
12. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION OF RETAINING WALL COLOUR AND
0.1
-0.1 to 0.0 m
FINISH.
8m
23.
3
071
69
23.22 13. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1' SOIL ENGINEERING SUPERVISION IN
0.5
3
Ramp
0
23.3 0.0 to 0.1 m
0.0
23
ACCORDANCE WITH APPENDIX B OF AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL
9m
NC
WYAND
23.27
POI
.98
5
.0
PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS HAVE BEEN CARRIED OUT IN
2
38
25
23.
.9
73
23
ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND THE CONTROLLED FILL IS SUITABLE FOR 0.1 to 0.2 m
-0.
41 PURPOSE TO THE REQUIRED BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES AS SPECIFIED BY THE
23.
23
8
9
GEOTECHNICAL REPORT.
.5
.65
.7
0.2 to 0.3 m
24
23
6
.1
26.1
14. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO 98% STANDARD MAXIMUM DRY
26
Floor Level
9
74
.0
8
B
23. DENSITY OR A DRY DENSITY INDEX OF AT LEAST 75% IN ACCORDANCE WITH THE GEOTECHNICAL REPORT IN
2
27
00
.1
0.3 to 0.4 m
27
5m
RL26.19 LAYERS OF 250MM LOOSE THICKNESS (PRIOR TO COMPACTION).
23.
24
23.00
5
15. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO TESTS PER VERTICAL LIFT WHERE
40 .349m
.35
0.4 to 0.5 m
0. 2 STRUCTURAL FILL HEIGHTS EXCEED 300MM IN ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE ALL
30.175 "
36 EARTHWORKS TESTING IN ACCORDANCE WITH GEOTECHNICAL ENGINEER AND LOCAL AUTHORITY
'00
24.
1
0.5 to 0.6 m
.34
.1
REQUIREMENTS.
0m
25
23
0
192°02
25.25 16. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH
.63
22.68
83
Deck
24
Co
LANDSCAPE/ARCHITECTURAL DRAWINGS. 0.6 to 0.7 m
-0.
06
137
nc
25. 17. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS.
ret
59
23. 2 .
5 19 18. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED MANAGEMENT PLANS. 0.7 to 0.8 m
RP160425
e
23.8
23.94 19. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE INSTALLED INCLUDING BUT NOT
Dr
.23
6
.9
TBM (Screw in Kerb) .57
ive
26
25
B
LIMITED TO SHAKE DOWNS, SILT FENCE ETC IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL PLAN.
7
22 3
RL22.58 AHD 26.5
wa
m
22.59
20. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING WALLS (TEMPORARY OR
25
9Garage
5
y
26.85
.35
23.7
Stairs
23
Gully Pit
2
55 PERMANENT) AS PER RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION.
24.
.2
8
3
.2
1
0.
22.36
Level
24
2m
22.49 21. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON DISTURBED SOILS, ACCESS TRACKS AND
1
.35
.3
STOCKPILES AT A SUFFICIENT LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS ARE TO 13/07/2022
4
2
25
22
.6
RL25.33
24
0
0.3
26
.47
26.
3
.4
COVER OR ENCLOSE STOCKPILES WHERE REASONABLY PRACTICAL TO RESTRICT DUST MOVEMENT.
24.9
25
9m
37
EA ID: 2557785
22.25 22.36 22. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE CONTRACTOR IS TO RPEQ: 26443
1
23
6
NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
0.2
25
.6
.7
07
22
.15
25.
5
32 5.69
23. TEMPORARY UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED AT 1V:2H, AND IN MEDIUM DO NOT SCALE, IF IN DOUBT ASK!
4
.0
24.80
23
DENSE SAND AT 1V:1H FOR BATTERS UP TO 3M IN HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY THE
7°0 0
24.
94 GEOTECHNICAL ENGINEER. PERMANENT CUT AND FILL BATTERS TO BE A MAXIMUM 1V:2.5H.
13
2'0
22.21
.
24. EARTHWORKS FILL BATTERS TO BE MAXIMUM OF 1M IN HEIGHT, OR OTHERWISE RETAINED.
25
3
22.10 25.92
7
.2
22.97
.1
0"
25
25. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE ACHIEVED, TEMPORARY SHORING WILL BE
26
23
.65
REQUIRED UNDER THE ADVICE OF A SPECIALIST SHORING CONTRACTOR.
75
26. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE SPECIFIC DESIGN TO PREVENT
.
24
8
UNDERMINING WHICH SHOULD BE CARRIED OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ
.4
69
22.12
22
23.72
.
24
STRUCTURAL ENGINEER. C 11/07/22 ISSUE FOR OPW BP NW
22.0
0 22.08 23 27. A GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ANY CONSTRUCTED CUT/FILL BATTERS AND RETAINING
0
.06 23.97 B 24/06/22 UPDATE ISSUE FOR MCU BP NW
Valve
.8
Po
24
08 STRUCTURES ON THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF SAFETY A
22. we 23.37
30/03/22 ISSUE FOR MCU BP NW
282°02 CAP
78
AGAINST GEOTECHNICAL FAILURES TO THEIR SATISFACTION.
r Rev Date Description By Chk
.
24
21.98 po '00 28. EARTHWORKS LEVELS SHOWN ARE NOMINALLY 200MM BELOW FINISHED SURFACE LEVELS INCLUSIVE OF
16.090 "
it 22.09 le Telstra P 24.7 25.20
y P .98
3 8
ll it 24.4 5.5
1 TOPSOIL LAYER. CONTRACTOR TO CONFIRM FINISHED SURFACE LEVLS BASED ON STRUCTURAL ENGINEERING
Gu 21 2 DRAWINGS FOR BUILDING SLAB THICKNESSES AND HYDRAULIC DRAWINGS FOR SUB-FLOOR DRAINAGE TO
22
25
Fire Hydrant 25.
25 5
.0 22 CONFIRM EARTHWORKS SURFACE LEVEL.
Back 3
.1
.42 7
.4
0
of Ker
5
31 b 29. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERS
22. Edge REQUIREMENTS. CONTRACTOR TO ALLOW FOR THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO
of Bitu 23.58
men 24.82 UNDERTAKE THE PRELOADING OPERATIONS.
SAFARI 23
.46 Sewer Manhole 30. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT. [email protected]
37 MARY ST NOOSAVILLE, See the original
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