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Civil Works · MCU22/0058
Original PDF page 3, section 2. The text section number identifies this passage in the reader.
-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
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