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Approved Plans MCU17 0076 & OPW17 0224
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THE ORIGINAL OF THIS DRAWING WAS PRODUCED USING
SITE BOUNDARY COLOUR SEPARATION FOR GREATER CLARITY. WORKING
WITH A BLACK AND WHITE COPY MAY CAUSE ERRORS. IF
XX.XX EXISTING CONTOURS (INTERVAL 0.25m)
THIS DRAWING IS NOT IN COLOUR THEN YOU DO NOT
XX.XX BULK EARTHWORKS CONTOUR (INTERVAL 0.10m) HAVE THE CORRECT PRESENTATION AND SHOULD
CONTACT INERTIA ENGINEERING ON (07) 3857 7868.
PROPOSED CHANGE OF GRADE
EXISTING KERB
EXISTING SEWERAGE
EXISTING TELSTRA
EXISTING WATER PP
EXISTING OVERHEAD ELECTRICITY
PROPOSED EXTENT OF EXCAVATION
PROPOSED EXTENT OF FILLING
5
RP81559
FPLXX.XXXm FINISHED PAD LEVELS
XX.XXXm EARTHWORKS SURFACE ELEVATION LABEL
XX.XXXm EXISTING SURFACE ELEVATION LABEL
X.XXH PROPOSED RETAINING WALL HEIGHT
S
CP
GTP492
EARTHWORKS VOLUMES
(EXISTING SURFACE TO EARTHWORKS SURFACE)
5m
8m
3m
9m
1.
TOTAL CUT 45m³
79
73
74
0.60H - 0.60H 0.60H - 0.60H 0.60H - 0.60H 0.60H - 0.00H
75
76
0m
1.
1.
1.
1.
TOTAL FILL 340m³
2m
TOTAL BALANCE FPL2.370m 1.70 .75
295m³ 1
(IMPORTED FILL) FPL2.400m
2.30
2.20
2.10
2.00
1.90
1.80
FFL2.370m
FFL2.550m
1.70
0
EARTHWORKS LEVELS 1.7 15.2%
1.
FPL2.400m
65
1. EARTHWORKS VOLUMES AND LEVELS BASED ON DRIVEWAY /
9m
CAR PARK SLAB THICKNESS OF 150mm AND BUILDING SLAB FPL2.370m FFL2.550m
6m
FFL2.370m
2.
2.
52
THICKNESS OF 150mm. REFER STRUCTURAL DESIGN DRAWINGS
36
18
1.
4m
6m
AT DETAILED DESIGN STAGE FOR FINAL PAD THICKNESS.
2. ALL RETAINING WALL HEIGHTS ARE TO EARTHWORKS SURFACE
1.60
1.50
1.50
LEVELS AND TO NEAREST 100mm HEIGHT. FPL2.550m
EDWARD STREET
1.60 26m
FFL2.700m
5
2.30
2.20
2.10
2.00
1.90
1.80
1.70
1.
6m
EARTHWORKS NOTES: FPL2.400m
61
1.60
1.
1. STRIP SITE OF ALL TOPSOIL, VEGETATION, EXISTING ASPHALT AND FFL2.550m 11.5%
ANY OTHER DELETERIOUIS MATTER TO A MINIMUM DEPTH OF 150mm.
m
2. PROOF ROLL SUBGRADE TO REVEAL SOFT SPOTS. SOFT SPOTS TO BE 0 46
1.6 1.4
1. 4m
7m
7m
REMOVED AND BACKFILLED. ALL NATURAL SUBGRADE IS TO BE FPL0.950m
1.
1.8
43
43
33
48
0
1.
1.
COMPACTED TO 98% STANDARD COMPACTION IN ACCORDANCE WITH
7m
FFL0.950m 16.7%
0.70H - 0.60H
AS1289 PRIOR TO PLACEMENT OF FILL MATERIAL.
1.50
1.40
3. UNLESS SPECIFIED OTHERWISE ANY EXISTING FILL MATERIAL IS TO BE
1.70
CP 6
1.70
REMOVED AND RE-COMPACTED TO 98% STANDARD COMPACTION IN 2.6% 9.8%
1.80
8.0%
2.
ACCORDANCE WITH AS1289. GTP 1838 RP112875
37
5m
4. MATERIAL WON FROM THE SITE TO BE INSPECTED BY GEOTECHNICAL
ENGINEER FOR APPROVAL PRIOR TO USE AS FILL. ANY IMPORTED FILL FPL0.950m 1.
41
1. 446
1.
4m
43 m
31
FFL0.950m 4m
1.
46
TO HAVE A MINIMUM CBR VALUE OF 15%. ALL FILL TO BE COMPACTED
4m
4m
1.
TO 98% STANDARD COMPACTION IN 200mm MAXIMUM THICK LAYERS IN FPL2.400m 11.5%
ACCORDANCE WITH AS1289. 16.7%
5. VOLUMES DO NOT INCLUDE SOIL COMPACTION FACTORS OR TOPSOIL
FFL2.550m
1.
61
STRIPPING VOLUMES.
1.70
FPL2.550m
2m
6. RETAINING WALL FINISHES THAT PRESENT TO ADJOINING LAND ARE OF
1.
HIGH QUALITY APPEARANCE AND COMPATIBLE WITH SURROUNDING FFL2.700m
52
WM
6m
DEVELOPMENT.
7. IF DURING EARTHWORKS OPERATIONS UNSUITABLE MATERIAL IS
FPL2.370m FPL2.400m 1.60
2.20
6m2.10
2.00
2.30
1.90
1.80
1.70
1.60
ENCOUNTERED, AS DEFINED IN SECTION 4 OF AS3798, THEN REMOVE
THIS MATERIAL PRIOR TO ANY FILLING OPERATION. FFL2.370m FFL2.550m
5m
1.
1.50
37
18
52
8. ALL EARTHWORKS TO BE CARRIED OUT AS PER LOCAL AUTHORITY
2.
2.
6m
EARTHWORKS SPECIFICATIONS. IN LIEU OF LOCAL AUTHORITY 1.70 FPL2.400m
5m
1.
SPECIFICATIONS EARTHWORKS COMPACTION TO BE MONITORED BY FFL2.550m
53
53
1.
1.70
5m
FIELD DENSITY TESTS CARRIED OUT IN ACCORDANCE WITH 17.8%
REQUIREMENTS OF AS3798. ALL EARTHWORKS UNDER BUILDING PADS
TO BE CARRIED OUT IN ACCORDANCE WITH AS3798 APPENDIX B,
2.20
2.10
2.00
2.30
1.80
1.70
1.90
GEOTECHNICAL TESTING AUTHORITY, LEVEL 2 (U.N.O) REQUIREMENTS. FPL2.370m FPL2.370m
1.
DRY DENSITY RATION IS DETERMINED IN ACCORDANCE WITH AS1289. FFL2.370m FFL2.370m
63
0m
9. THE CONTRACTOR IS TO ENSURE THAT THE SITE IS SELF-DRAINING
1.
8m
THROUGHOUT THE EARTHWORKS OPERATIONS. DAMAGE RESULTING 62
69
1.
0.70H - 0.70H 5m 0.70H - 0.00H
63
FROM EXPOSURE SHALL BE REPAIRED AT THE CONTRACTOR’S
1.
0m
EXPENSE.
10. ALL FILL MATERIAL PLACED ON THE SITE TO BE NATURAL EARTH AND
ROCK, FREE OF CONTAMINANTS, NOXIOUS, HAZARDOUS, DELETERIOUS
AND ORGANIC MATERIALS.
5
11. ADEQUATE SAFETY FENCING TO BE APPLIED TO BATTERS OR SP268656
RETAINING WALLS IN FILL AS PER RELEVANT AUSTRALIAN STANDARDS
AND TO ARCHITECTS DETAILS.
12. REFER TO GENERAL NOTES FOR FURTHER EARTHWORKS NOTES.
13. 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.
-
NOOSA COUNCIL
APPROVED PLAN CONSTRUCTION NOTE:
ALL PROPOSED WORKS ARE TO BE CONSTRUCTED IN
MCU17/0076 & OPW17/0224 CONJUNCTION WITH GENERAL NOTES ON DRG No.
C001 WHICH IS TO BE REQUESTED AND VIEWED
PRIOR TO COMMENCEMENT OF CONSTRUCTION IF
4 SEP 2017 NOT SUPPLIED.
FOR APPROVAL
NORTH POINT: ARCHITECT: CLIENT: SCALE BARS: PROJECT: DRAWING TITLE:
PROPOSED DEVELOPMENT BULK EARTHWORKS 7508
ICON BUILDING THE PROPERTY 0 2 4 6m 25 EDWARD STREET, LAYOUT PLAN JOB No.
DESIGN CLINIC
02 FOR APPROVAL 03.08.17 IE SC Unit 5B/85 Hudson Road
Albion, QLD 4010 SCALE 1:100 @ A1
NOOSAVILLE, QLD, 4566.
01 PRELIMINARY ISSUE 13.06.17 IE
ABN 82 115 498 023
E-mail: [email protected] Phone: 3857 7868
Fax: 3262 7359 DESIGNED: APPROVED: RPEQ No.
C200 02
C COPYRIGHT of this engineering design and plan is the property of INERTIA ENGINEERING Pty Ltd
REV DESCRIPTION DATE DRAWN APPROVED IERNST DWG. No. REVISION
SCOTT CLEMENTS 9382
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