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Civil Works · MCU22/0058
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MCU
NOT FOR CONSTRUCTION
RESIDENTIAL DUPLEX DEVELOPMENT
6 WYANDRA STREET, NOOSA HEADS, QLD 4567
Lot 40 RP 139776
CIVIL WORKS
GENERAL NOTES
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. 12. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH RELEVANT APPROVALS.
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR 13. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, LANDSCAPE AND
TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY SETOUT THE WORKS. OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL CONSTRUCTION.
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND 14. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR DEMOLITION WORKS
WHERE FURTHER DETAILS ARE REQUIRED THE CONTRACTOR SHALL REFER TO NOOSA COMMENCING ON SITE.
SHIRE COUNCIL DEVELOPMENT GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, 15. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS AND
ASSOCIATED STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O.
4. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR 16. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING PROPERTIES AND
ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS TAKEN BY RECOR OR THE COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE.
PRINCIPAL FOR THE ACCURACY AND COMPLETENESS OF THIS INFORMATION. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND 17. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS IDENTIFIED IN THE
LEVEL OF ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY APPROVED VEGETATION MANAGEMENT PLAN. CONTRACTOR TO ENSURE ALL TREE ROOTS
DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. CONTRACTOR TO AND STUMPS ARE COMPLETELY REMOVED AND BACKFILLED TO LEVEL 1 SUPERVISION.
LOCATE AND PROTECT SERVICES AS REQUIRED DURING PROPOSED WORKS. CONTRACTOR TO ALLOW TO MULCH ALL CLEARED VEGETATION AND STOCKPILE ON SITE
OR REMOVE FROM SITE AS DIRECTED.
5. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND SURVEY ALL
CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN ON THE DRAWINGS 18. DRAWINGS TO BE READ IN CONJUNCTION WITH THE FOLLOWING
INCLUDING ANY POTENTIAL EXISTING SERVICES CLASHES PRIOR TO COMMENCEMENT OF CONSULTANTS/CONTRACTORS DRAWINGS:
CIVIL WORKS. CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR SURVEYOR: NOOSA COOLOOLA LAND SURVEYORS PTY LTD
AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL WORKS.
ARCHITECT: BLACKWOOD ARCHITECTURE & DESIGN
6. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL BE
RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS, CONCRETE AREAS, HYDRAULICS: TBA
GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS. STRUCTURAL: RECOR
7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO LANDSCAPE: BLACKWOOD ARCHITECTURE & DESIGN
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR REINSTATEMENT TO BE
CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF INFRASTRUCTURE 19. ALL WORKS TO BE UNDERTAKEN IN ACCORDANCE WITH ALL LOCAL AUTHORITY
OWNER/MANAGER / AUTHORITY/COUNCIL. APPROVALS RECEIVED FOR THE PROJECT
8. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL WORKPLACE 20. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE BOUNDARY WITHOUT
HEALTH AND SAFETY REQUIREMENTS. FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF THAT LAND INCLUDING BUT NOT
LIMITED TO PRIVATE PROPERTY, ROAD RESERVE, PARKS/OPENSPACE, EASEMENTS..
9. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE PROXIMITY TO
NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE, CONTRACTOR TO ALLOW IN
SCOPE OF WORKS TO PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY
OF EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW LOCALITY PLAN
VIBRATION EQUIPMENT, TRENCH SHORING ETC AS REQUIRED.
NOT TO SCALE
10. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THESE DRAWINGS,
THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT
WORKS CAN COMMENCE.
11. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL CONSTRUCTED WORKS 1/04/2022
IN ACCORDANCE WITH LOCAL GOVERNMENT REQUIREMENTS. UNLESS OTHERWISE EA ID: 2557785
ADVISED BY RECOR CONTRACTOR TO NOTE COUNCILS ADAC REQUIREMENTS. RPEQ: 26443
DO NOT SCALE, IF IN DOUBT ASK!
A 30/03/22 ISSUE FOR MCU BP NW
Rev Date Description By Chk
DRAWING SCHEDULE
DRAWING NUMBER DRAWING TITLE REVISION
C01 COVER SHEET AND LOCALITY PLAN A [email protected]
C10 EXISTING SITE SERVICES PLAN A 37 MARY ST NOOSAVILLE, QLD
07 5211 1003
C20 BULK EARTHWORKS PLAN A Client
C30 ROADS AND DRAINAGE LAYOUT PLAN A FORDE PROPERTY
Project Name
C31 ROADS AND DRAINAGE DETAILS A RESIDENTIAL DUPLEX DEVELOPMENT
6 WYANDRA STREET
C32 DRIVEWAY SECTIONS (1 OF 2) A NOOSA HEADS
C33 DRIVEWAY SECTIONS (2 OF 2) A Title
COVER SHEET AND LOCALITY PLAN
Project No. Discipline Status
20220078 CIVIL PRELIMINARY
Designed By Drawn By Scale
(at
BRP BRP 1:100 A1)
Drawing No. Revision
C01 A
See the original
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Section 2
MCU
NOT FOR CONSTRUCTION
N
t
ran
24.70 24.79
Hyd
Fire
24.68
Sewer Manhole
25.46
25.41
25 102°02 41
.7 '00
20.115 " RP139776
7
24.7 26.35
3 TREE 0.1
50805
5
.2
24
25
26.83
24.00 .69
TREE 0.151004 27.0 Sewer
24.10 2
LIL 0.1 Line In
7
27.07 dicative
.5
3
50905
.7
26
9
26.60
Only (N
25
n
.2
rb
26.22
27.
25
itume
26.69 ot Loc
e
25.
52 26.09
5 ated b
of K
5
27.
y Surv
.3
71 86
27.
26
2
ey)
EET
.8
3
of B
24
.4
26
24.17
0
2
2
Back
41
.7
.9
24.4
26.
26
25
26.41
Deck
Edge
4
.6
Pit a
26
25 26.
Telstr
.84 45
R
6
.4
23.57
25
4
RA ST
.5
23.
CLEAR AND GRUB ALL
24
67
00"
26 VEGETATION WITHIN SITE
DEMOLISH AND REMOVE
26.150
.50
BOUNDARY
12°02'
0
EXISTING DRIVEWAY
.5
9
26
.4
27.
27
Deck Stairs
46
23.
713
69
23.22
0
0.5
Ramp
0
23.3
23
C
WYAND
OIN
23.27
.98
5
.0
P
2
25
23.
.9
73
23
41
23.
23
8
9
.5
.65
.7
24
23
6
.1
26.1
26
Floor Level
9
74
.0
8
23.
2
27
00
.1
27
RL26.19
23.
24
23.00
40
.35
30.175 "
36
'00
24.
1
.34
.1
25
23
192°02
25.25
.63
22.68
Deck
24
Co
06
137
nc
ret 25.
23 .59 19
25.
RP160425
e
23.8
23.94
Dr
.23
6
.9
TBM (Screw in Kerb) .57
ive
26
25
7
22 3
RL22.58 AHD 26.5
wa
22.59
25
5
y
26.85
.35
23.7
Stairs
23
Gully Pit 4.5
5
.2
8
.2
2
1
22.36
Garage Level
24
22.49
1
.35
.3
DEMOLISH AND REMOVE
4
22
25
RL25.33
.6
24
0
26
.47
26.
3
.4
24.9
FROM SITE ALL EXISTING
25
37
22.25 22.36
STRUCTURES, PAVING AND
23
6
25
.6
1/04/2022
.7
07
22
.15
25.
5
RETAINING WALLS
32 5.69
25
4
.0
24.80
23
EA ID: 2557785
7°0 0
RPEQ: 26443
24.
94
3
2'0
LOCATE AND CAP OFF EXISTING
.1
22.21 DO NOT SCALE, IF IN DOUBT ASK!
25
3
25.92
22.10
7
.2
22.97
SEWER CONNECTION AND PROTECT
.1
0"
25
26
23
.65
DURING CONSTRUCTION
5
.7
24
8
.4
9
22.12
22
.6
23.72
24
22.0
0 22.08 23
80
.06 23.97
Valve
.
Po
24
0 8
22. we 23.37
282°02
8
CAP
.7
r
24
21.98 po '00
16.090 "
it 22.09 le Telstra P 24.7 25.20
y P .98
3 8
ll it 24.4
25
.51 A 30/03/22 ISSUE FOR MCU BP NW
Gu 21
22 Rev Date Description By Chk
25
Fire Hydrant 25.
25 5
.00 22
Back 37
.1
.42
.4
of Ker
5
22.3
1
Edge b
of Bitu
men
23.58 25
24.82
SAFARI 23
.46 Sewer Manhole
STREET
24.95
24.8 [email protected]
5
37 MARY ST NOOSAVILLE, QLD
07 5211 1003
Client
FORDE PROPERTY
Project Name
RESIDENTIAL DUPLEX DEVELOPMENT
NOTE: 6 WYANDRA STREET
1. FOR GENERAL NOTES REFER DWG No. C01, WHICH IS TO BE REQUESTED AND VIEWED PRIOR 6. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS AND SERVICES NOOSA HEADS
TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED. WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O. NOTE:
Title
2. LOCATION AND DEPTH OF EXISTING SERVICES BASED ON SURVEY, DBYD AND COUNCIL 7. WHERE NECESSARY, CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS TO CARRY EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL EXISTING SITE SERVICES PLAN
RECORDS. IT IS THE CONTRACTORS RESPONSIBILITY TO CONFIRM ACTUAL LOCATION AND OUT SERVICES RELOCATION OR ALTERATIONS. IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT
LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
DEPTH PRIOR TO CARRYING OUT ANY EXCAVATION OR TRENCHING WORKS. AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED FROM
3. CONTRACTOR TO LOCATE AND PROTECT OR MAKE ARRANGEMENTS TO HAVE SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL
NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES.
DISCONNECTED AND REMOVED ALL EXISTING SERVICES ON SITE PRIOR TO COMMENCEMENT SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
OF WORKS. PROVIDER SPECIFICATIONS AND STANDARD DETAILS
Project No. Discipline Status
4. ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE CLEARED, MULCHED AND REMOVED 20220078 CIVIL PRELIMINARY
FROM SITE OR IF SCHEDULED STOCKPILE FOR USE BY LANDSCAPER. Designed By Drawn By Scale
(at
BRP BRP 1:100
5. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING PROPERTIES AND A1)
COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE. Drawing No. Revision
C10 A
Section 3
MCU
NOT FOR CONSTRUCTION
BOUNDARY
N
SITE
VIP RL 25.997
VIP RL 26
BOUNDARY
TEMPORARY SHORING OR
BATTERING TO
GEOTECHNICAL ENGINEERS
VIP RL 25.95 SITE
t
SPECIFICATIONS
ran
24.70
BOUNDARY
24.79
Height Table for
VIP RL 25.95
Hyd
SITE
CUT/FILL
VIP RL 23.2
VIP RL 23.2
Fire
BOUNDARY
24.68
Sewer Manhole Elevation Colour
SITE
25.46
25.41
102°02 41 -4.00 to -3.50
VIP RL 23.2
VIP RL 23.2
25
.77 '00
20.115 " RP139776
A
24.7 26.35 -3.50 to -3.00
TREE 0.1
-0TREE800.1
3
50 5 HORIZONTAL CURVE DATA HORIZONTAL CURVE DATA
5
-3.00 to -2.50
.2
.85 51004
24
25
26.83
.69 Sewer
C
24.00 27.0 VERTICAL CURVE LENGTH (m) VERTICAL CURVE LENGTH (m)
24.10 2 Line In
m LIL 0.1
7
VERTICAL CURVE RADIUS (m)
27.07 dicative VERTICAL CURVE RADIUS (m)
-2.50 to -2.00
.5
3
-1 50905
.7
26
9
26.60
Only (N VERTICAL GEOMETRY GRADE (%) 50.1% -0.1%-100% 0% 883.4%
25
n
.2
VERTICAL GEOMETRY GRADE (%) -17.6% 0% 99.5% 0% 100%
rb
26.22
27.
25
itume
26.69 ot LVERTICAL GEOMETRY LENGTH (m) 12.3 2.77 7.93 1.2 VERTICAL GEOMETRY LENGTH (m) 4.24 2.8 8.02 0.6
.13
e
25.
52 26.09
5 ocated -2.00 to -1.50
of K
5
27. RL b
= y20.000 DATUM RL = 18.000
.3
71 86 DATUM
Survey
27.
m
26
2 -1
REET
.8 )
3
of B
24
.4
-1.50 to -1.00
26
FINISHED SURFACE LEVEL
24.17
21.133
26.000
26.000
25.997
23.200
23.200
23.200
26.751
.48
FINISHED SURFACE LEVEL
23.226
23.200
23.200
23.200
25.950
25.950
25.950
27.149
0
2
2
Back
41
.7
.9
24.4
26.
26
25
m
26.41
Deck
Edge
-1.00 to -0.50
4
EXISTING SURFACE LEVEL
22.804
24.950
25.017
25.276
25.336
25.678
26.899
26.751
EXISTING SURFACE LEVEL
23.722
25.175
25.181
25.860
25.939
26.254
26.552
26.604
.6
Pit a
26
25 26.
Telstr
.84 4 5
-0.50 to 0.00
6
.4
CUT / FILL DEPTH
23.57 25
-1.672
-2.136
-2.478
-3.699
CUT / FILL DEPTH
-1.950
-1.981
-2.660
-2.739
-0.304
-0.602
-0.654
1.050
0.983
0.720
-0
1.259
C
4
RA ST
.5
23.
0
0.00 to 0.50
24
.10
67
CONTROL LINE CHAINAGE
13.963
24.784
25.386
00"
CONTROL LINE CHAINAGE
10.146
22.442
25.207
33.134
34.334
16.76
-0
9.72
m
26
10
20
0.50 to 1.00
10
20
30
26.150
.50
0
0
.29 LONGITUDINAL SECTION B - B
12°02'
LONGITUDINAL SECTION A - A A3 SCALE: H 1:500, V 1:100
0
A3 SCALE: H 1:500, V 1:100
.5
9
26
.4
27.
1.00 to 1.50
m
27
Deck Stairs
46
23.
3 -0 1.50 to 2.00
071
.47
69
23.22
0.5
Ramp
BOUNDARY
0
23.3
m
23
C
WYAND
OIN
23.27
.98
5
.0
P
SITE
2
25
23.
.9
+0
7
23
3
BOUNDARY
41
23.
.85
VIP RL 25.95
VIP RL 25.95
23
8
9
.5
.65
.7
VIP RL 25.391
SITE
VIP RL 25.46
VIP RL 25.46
m
24
23
6
.1
26.1
Section 4
-2
VIP RL 25.08
26
Floor Level
9
74
.0
VIP RL 24.345
8
23.
2
.51
27
00
.1
27
RL26.19
23.
B m
24
23.00
40
.35
-3
30.175 "
36
.3m
'00
24. HORIZONTAL CURVE DATA
1
.34
.1
25
23
192°02
25.25
.63
22.68 VERTICAL CURVE LENGTH (m)
Deck
24
VERTICAL CURVE RADIUS (m)
Co
137
VERTICAL GEOMETRY GRADE (%) -100.5% 25%17.6%
5.6% 0% 50% 0% 100.1%
06
nc
25. VERTICAL GEOMETRY LENGTH (m) 2.941.77
1.23 5.18 0.98 6.09
+0
re
59
23. 25.
19
te
RP160425 DATUM RL = 20.800
.88
23.8
23.94
Dr
.23
6
.9
TBM (Screw in Kerb) .57
ive
m
26
25
FINISHED SURFACE LEVEL
24.345
25.080
25.391
25.418
25.460
25.460
25.950
25.950
25.950
27.593
7
B
22 3
RL22.58 AHD 26.5
wa
-2
22.59
25
5
y
26.85
.35
23.7
Stairs
23
.0m
Gully Pit 55 EXISTING SURFACE LEVEL
24.737
25.295
25.599
25.667
25.781
26.411
26.474
26.579
26.566
27.593
.2
24.
8
.2
1
22.36
Garage Level
24
22.49
1
.35
.3
4
-3
22
25
RL25.33
.6
24
CUT / FILL DEPTH
-0.392
-0.215
-0.208
-0.249
-0.321
-0.951
-0.524
-0.629
-0.616
0
26
0.000
.47
26.
3
.4
1/04/2022
24.9
25
.1m
37
22.25 22.36 EA ID: 2557785
CONTROL LINE CHAINAGE
10.749
15.928
16.908
22.996
24.781
23
6
25
4.809
7.749
9.516
.6
RPEQ: 26443
.7
07
22
.15
25.
5
10
20
32 5.69
0
2
4
.0
+15
24.80 DO NOT SCALE, IF IN DOUBT ASK!
23
A3 SCALE: H 1:500, V 1:100 LONGITUDINAL SECTION C - C
7°0 0
24.
.2
94
3
2'0
m
.1
22.21
25
3
25.92
22.10
7
.2
22.97 EARTHWORKS NOTES
.1
0"
-1
25
26
23
.65
.2m
1. FOR GENERAL NOTES REFER DWG C01, WHICH IS TO BE REQUESTED AND VIEWED
9 .7 5
PRIOR TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED.
24
8
.4
22.12 2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM OVER THE
+0
22
.6
23.72
24
EXTENT OF THE WORKS UNLESS DIRECTED OTHERWISE AND STOCKPILED FOR FUTURE
22.08
.0m
0 23
22.0 USE AS NON-STRUCTURAL FILL IF REQUIRED, OR REMOVE FROM SITE.
0
.06 23.97
Valve
.8
Po
24
08 3. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE PROPERTY
22. we 23.37
282°02 CAP
8
BOUNDARY OF THE SUBJECT SITE, INCLUDING REAR OF RETAINING WALL DRAINAGE
.7
r A 30/03/22 ISSUE FOR MCU BP NW
24
21.98 po '00
16.090 "
INFRASTRUCTURE FOR RETAINING WALLS IN CUT. Rev Date Description By Chk
Pit98 Telstra P
22.09 le 24.7 25.20
3 8
it 24.4 .51
ully 21.
4. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION OF
25
G 22 RETAINING WALL COLOUR AND FINISH.
25
Fire Hydrant 25.
25 5
.00 22
Back 37
.1
.42 5. ALL RETAINING WALL STRUCTURAL DESIGN IN ACCORDANCE WITH REQUIREMENTS OF
.4
of Ker
5
22.
31
Edge b MANUFACTURER AND/OR STRUCTURAL ENGINEER.
of Bitu
men
23.58 25 6. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1' SOIL
24.82
SAFARI
ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B OF AS 3798. T
23 Sewer Manhole 7. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE
STREEA
.46 [email protected]
WITH LANDSCAPE DRAWINGS.
24.95
8. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING.
37 MARY ST NOOSAVILLE, QLD
07 5211 1003
T
24.8 9. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING
5
WALLS (TEMPORARY OR PERMANENT) AS PER RELEVANT AUSTRALIAN STANDARDS AND Client
LEGISLATION. FORDE PROPERTY
10. ALL BATTERS TO BE KEYED/STEPPED INTO EXISTING MATERIAL AS DIRECTED BY Project Name
BULK EARTHWORKS VOLUMES GEOTECHNICAL ENGINEER. CONTRACTOR TO ALLOW FOR ALL KEYING/STEPPING AS RESIDENTIAL DUPLEX DEVELOPMENT
REQUIRED. 6 WYANDRA STREET
CUT: 452.6m³ 11. ALL TEMPORARY AND FINAL BATTER SLOPES ARE TO BE INSPECTED AND APPROVED BY NOOSA HEADS
GEOTECHNICAL ENGINEER. CERTIFICATION OF LONG TERM STABILITY TO BE PROVIDED
FILL: 117.2m³ BY GEOTECHNICAL ENGINEER PRIOR TO PRACTICAL COMPLETION. Title
12. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ALL
BULK EARTHWORKS PLAN
BALANCE : 335.4m³ CUT CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES ON THE SITE HAVE
ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF SAFETY GREATER
THAN OR EQUAL TO 1.5 AGAINST GEOTECHNICAL FAILURES.
13. EARTHWORKS CUT/FILL DEPTHS SHOWN ARE APPROXIMATE INDICATING DEPTH FROM
EXISTING SURFACE TO FINISHED EARTHWORKS LEVEL INCLUSIVE OF TOPSOIL LAYER.
Project No. Discipline Status
REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR BUILDING SLAB THICKNESSES 20220078 PRELIMINARY
CIVIL
AND HYDRAULIC DRAWINGS FOR SUB-FLOOR DRAINAGE FOR DETERMINATION OF
Designed By Drawn By Scale
REQUIRED BULK EARTHWORKS SURFACE. 1:100 (at
BRP BRP A1)
14. IT IS RECOMMENDED THAT A GEOTECHNICAL CONSULTANT BE CONTACTED TO
Drawing No. Revision
CONFIRM THE SOIL CONDITIONS AND ANY SITE SPECIFIC REQUIREMENTS PRIOR TO
EARTHWORKS COMMENCING. C20 A
The text continues on section 5.
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