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Swmp · MCU22/0058
MCU
NOT FOR CONSTRUCTION
N
EW CUT / FILL DEPTHS
Lower value Upper value Colour
BULK EARTHWORKS VOLUMES
CUT: 160.8m³ -1.4 to -1.3 m
t
ran
24.70 24.79
FILL: 57.3m³ -1.3 to -1.2 m
Hyd
BALANCE : 103.5m³ CUT -1.2 to -1.1 m
Fire
24.68
Sewer Manhole
25.46 -1.1 to -1.0 m
25.41
25 102°02 41
.77 '00
20.115 " RP139776
C
-1.0 to -0.9 m
24.7 26.35
3 TREE 0.1
50 805 -0.9 to -0.8 m
5
.2
A
24
25
26.83
24.00 .69
TREE 0.151004 27.0 Sewer
24.10 2
LIL 0.1 Line In
7
27.07 d icative -0.8 to -0.7 m
.5
3
50905
.7
26
9
26.60
Only (N
25
n
.2
rb
26.22
25
itume
26.69 ot Loc
f Ke
25.
52 26.09 ated b
3m
-0.7 to -0.6 m
5
27.
y Surv
.3
71 86
27.
26
2
ey)
EET
.8
7
ck o
3
of B
24
.4
2
26
24.17
0. Deck
-0.6 to -0.5 m
0
2
2
9m
41
.7
.9
24.4
26.
26
25
-
a
26.41
2
B
Edge
6
4
-0.5 to -0.4 m
-0.
.6
1m
a
26
25 26.
Telstr
.84 45
R
73
Pit
6
.4
23.57 -0.4 to -0.3 m
25
-0.
A
4
RA ST
.5
23.
24
67
-0.3 to -0.2 m
00"
26
26.150
.50
12°02'
-0.2 to -0.1 m
0
.5
9m
9
26
.4
27.
27
Deck Stairs
7
46
0.1
-0.1 to 0.0 m
8m
23.
3
071
69
23.22
0.5
3
Ramp
0
23.3 0.0 to 0.1 m
0.0
23
9m
NC
WYAND
23.27
POI
.98
5
.0
2
38
25
23.
.9
73
23
0.1 to 0.2 m
-0.
41
23.
23
8
9
.5
.65
.7
0.2 to 0.3 m
24
23
6
.1
26.1
26
Floor Level
9
74
.0
8
B
23.
2
27
00
.1
0.3 to 0.4 m
27
5m
RL26.19
23.
24
23.00
5
40 .349m
.35
0.4 to 0.5 m
0. 2
30.175 "
36
'00
24.
1
0.5 to 0.6 m
.34
.1
0m
25
23
0
192°02
25.25
.63
22.68
83
Deck
24
Co
0.6 to 0.7 m
-0.
06
137
nc
25.
ret
59
23. 2 .
5 19 0.7 to 0.8 m
RP160425
e
23.8
23.94
Dr
.23
6
.9
TBM (Screw in Kerb) .57
ive
26
25
B
7
22 3
RL22.58 AHD 26.5
wa
m
22.59
25
9Garage
5
y
26.85
.35
23.7
Stairs
23
Gully Pit
2
55
24.
.2
8
3
.2
1
0.
22.36
Level
24
2m
22.49
1
.35
.3
4
2
25
22
27/06/2022
.6
RL25.33
24
0
0.3
26
.47
26.
3
.4
24.9
25
m
37
19
EA ID: 2557785
22.25 22.36 RPEQ: 26443
23
6
0.2
25
.6
.7
07
22
.15
25.
5
32 5.69
DO NOT SCALE, IF IN DOUBT ASK!
4
.0
24.80
23
7°0 0
24.
94
13
2'0
22.21 EARTHWORKS NOTES
.
25
3
22.10 25.92
7
.2
22.97
.1
0"
25
26
23
.65 1. FOR GENERAL NOTES REFER DWG C01, WHICH IS TO BE REQUESTED AND VIEWED
PRIOR TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED.
. 75
24
2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM OVER THE
8
.4
69
22.12 EXTENT OF THE WORKS UNLESS DIRECTED OTHERWISE AND STOCKPILED FOR FUTURE
22
23.72
.
24
USE AS NON-STRUCTURAL FILL IF REQUIRED, OR REMOVE FROM SITE.
22.0
0 22.08 23
0
.06 23.97 3. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE PROPERTY B 24/06/22 UPDATE ISSUE FOR MCU BP NW
Valve
.8
Po
24
08 BOUNDARY OF THE SUBJECT SITE, INCLUDING REAR OF RETAINING WALL DRAINAGE A
22. we 23.37
30/03/22 ISSUE FOR MCU BP NW
282°02 CAP
78
r INFRASTRUCTURE FOR RETAINING WALLS IN CUT. Rev Date Description By Chk
.
24
21.98 po '00
16.090 "
it 22.09 le Telstra P 24.7 25.20 4. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION OF
y P .98
3 8
ll it 24.4 5.5
1
RETAINING WALL COLOUR AND FINISH.
Gu 21 2
22 5. ALL RETAINING WALL STRUCTURAL DESIGN IN ACCORDANCE WITH REQUIREMENTS OF
25
Fire Hydrant 25.
25 5
.0 22
Back 3
.1
.42 7
.4
0 MANUFACTURER AND/OR STRUCTURAL ENGINEER.
of Ker
5
22.
31
Edge b 6. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1' SOIL
of Bitu 23.58 ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B OF AS 3798. T
men 24.82
SAFARI
7. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE [email protected]
23
.46 Sewer Manhole WITH LANDSCAPE DRAWINGS.
37 MARY ST NOOSAVILLE, QLD
STREET C
24.95 8. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING.
9. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING 07 5211 1003
24.8
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
GEOTECHNICAL ENGINEER. CONTRACTOR TO ALLOW FOR ALL KEYING/STEPPING AS RESIDENTIAL DUPLEX DEVELOPMENT
REQUIRED. 6 WYANDRA STREET
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
BY GEOTECHNICAL ENGINEER PRIOR TO PRACTICAL COMPLETION. Title
12. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ALL
BULK EARTHWORKS PLAN
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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