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NA251816_Opw_Drawings · OPW26/0105
LEGEND
NOTE: ALL EARTHWORKS TO BE CARRIED OUT IN ACCORDANCE WITH EARTHWORKS
NOTES ON GENERAL NOTES DRAWING INCLUDING STRIPPING, PROOF ROLLING AND
FILLING WITH IMPORTED SELECT FILL MATERIAL TO ACHIEVE THE NOMINATED BULK
94 0 8 EARTHWORKS LEVELS. ALL AS SPECIFIED IN SOIL SURVEYS REPORT, PROJECT No.
2.0 2.2 305-2335 DATED FEBRUARY, 2006.
78
BE
BE
2.2
PROPOSED PAVEMENT TYPE 1 (HEAVY VEHICLE PATH) - REFER
NO PARKING
BE CIVIL DETAILS SHEET NA251816-0000-C10-0001 FOR DETAILS
PARKING
91
NO
0 PROPOSED PAVEMENT TYPE 2 (FLEXIBLE ASPHALT) - REFER CIVIL
2.2
5
50 55
2.1 BE
2.2 E2.2
DETAILS SHEET NA251816-0000-C10-0001 FOR DETAILS
BE
B
12
PROPOSED PAVEMENT TYPE 3 (FOOTPATH AREAS) - REFER CIVIL
2.3
DETAILS SHEET NA251816-0000-C10-0001 FOR DETAILS
BE
BE
PROPOSED PAVEMENT TYPE (HYDRAPAVE) - REFER CIVIL
BE
1.6 DETAILS SHEET NA251816-0000-C10-0001 FOR DETAILS
83
BE
PROPOSED STRUCTURAL SLABS
1.7
35
DEVELOPMENT SITE BOUNDARY
BE
BE
NEW EXTENSION FFL 2.540 1.8 BE
1 .38
BE
30 PROPOSED STORMWATER PIPE
TOP OF 150mm SUBBASE
1.7
1
4
NEW EXTENSION FFL 2.800
.76
56
LAYER 2.350 BE 2.200 9 BE12.50 PROPOSED BULK EARTHWORKS LEVEL
9
SUSPENDED PLATFORM 0
OVER CONCRETE SLAB 30 8 1.4 EX12.50 EXISTING SURFACE LEVEL
1.8 .76
BE
1
BE BE
BE
BE
NEW EXTENSION FFL 2.800 BE EXISTING SERVICES LEGEND
2.3
2.2 E2.
2
BE
.31
13
TOP OF 150mm SUBBASE
42 224
B
1.7
1.8
2
EXISTING STORMWATER DRAINAGE
BE
LAYER 2.610 BE 2.460
07
11
BE BE EXISTING SEWER
7
.24
1.8
1 .7
EXISTING WATER
2
01
08
BE
BE EXISTING UNDERGROUND ELECTRICAL
BE 1
1.3
EXISTING OVERHEAD ELECTRICAL
1.3
7
96
EXISTING TELSTRA
EXISTING FENCE
EXISTING BUILDING
61.00 EXISTING CONTOURS - 0.20m INTERVAL
NOTES:
21
04
2.4
2.3
7
.2 28
BE
BE
BE
2.2
BE
72
9
.2 20 96
10
04
00
2.2
2.2
2.1 E
2.2
BE BE
BE
BE
B
BE
1.3
2 8
1.2
27
BE
BE
1.2
60
20cm
NOTES: DEMONSTRATE THE TREATMENT OF EXISTING FILL, SITE TRAFFICABILITY AND INCORPORATION
1. EXISTING EXTERNAL STRUCTURES AND TREES SHOWN ON THESE DRAWINGS ARE FEATURES OF REQUIRED SEDIMENT AND EROSION WORKS. CONTRACTOR TO ALLOW TO ATTEND AN ON
EXISTING PRIOR TO ANY SEDIMENT AND DEMOLITION WORKS. SITE PRE-START MEETING AND TO EXCAVATE TEST PITS AS REQUIRED TO DEMONSTRATE THE
2. BULK EARTHWORKS SLOPE TO BE MAXIMUM 1V:2H. CONTRACTOR TO ALLOW FOR ANY APPROPRIATENESS OF THE METHODOLOGY STATEMENT.
REQUIRED SHORING OR PROTECTION TO EXISTING SERVICES AND/OR ADJACENT PROPERTIES 5. CONTRACTOR TO ENSURE PRESERVATION AND AVOID DISTURBANCE OF EXISTING SURVEY
DURING EXCAVATION FOR PROPOSED BULK EARTHWORKS AND ANY REQUIRED RETAINING MARKS.
WALLS. CONTRACTOR TO ALLOW TO REINSTATE OR RECTIFY ANY SERVICES AND/OR 6. UNLESS NOTED AS AN EXISTING TREE TO BE RETAINED ON ARCHITECTURAL DRAWINGS
ADJACENT PROPERTIES DAMAGED DURING EXCAVATION FOR PROPOSED BULK EARTHWORKS REMOVE OFF SITE ALL EXISTING TREES AND ALLOW TO DEEP RIP TO REMOVE ANY TREE
AND ANY REQUIRED RETAINING WALLS. ROOTS.
3. 'LEVEL 1' SUPERVISION IS REQUIRED FOR ALL EARTHWORKS OPERATIONS AND CERTIFICATION 7. UNLESS NOTED AS AN EXISTING TREE TO BE RETAINED ON ARCHITECTURAL DRAWINGS
IS TO BE PROVIDED BY THE NOMINATED GEOTECHNICAL TESTING AUTHORITY FOR THE CONTRACTOR TO ENGAGE A QUALIFIED ARBORIST TO CUTBACK ALL FOLIAGE OVERHANGING
FOLLOWING ITEMS: THE BOUNDARY LINE.
- CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS (ie. STRIPPING PROOF 8. THE CONTRACTOR TO ENSURE ALL FIRE ANT CONTROLS OR RESTRICTIONS ON THIS SITE
ROLLING OF SUBGRADE, etc.) HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE ASSOCIATED REQUIREMENTS HAVE BEEN COMPLIED WITH.
DRAWINGS AND EARTHWORKS SPECIFICATION. 9. REMOVE ALL EXISTING SERVICES AND PIPES AND CAP AT THE SITE BOUNDARY PRIOR TO
10cm
- CERTIFICATION THAT THE CONTROLLED FILL IS SUITABLE FOR SUPPORT OF CONVENTIONAL UNDERTAKING EARTHWORKS.
HIGH LEVEL FOOTINGS AND HAS A MINIMUM BEARING CAPACITY OF 150kPa. 10. REFER TO ARCHITECTURAL DRAWINGS FOR EXISTING BUILDING DEMOLITION DETAILS.
\\briproj1\projects\NA25\NA251816\Drawings\CAD\CIV\Drawings\NA251816-0000-C04-0001.dwg
- CERTIFICATION THAT THE CONTROLLED FILL MATERIAL IS SUITABLE TO SUPPORT A 11. EXISTING MATERIAL MAY BE RE-USED AS FILL ONLY WHERE IDENTIFIED/APPROVED BY
CONVENTIONAL SLAB ON GROUND FLOOR (SLAB LOADS OF 15kPa ARE EXPECTED). CERTIFYING GEOTECHNICAL ENGINEER. THE SITE GEOTECHNICAL REPORT REFERENCED IN
- CERTIFICATION THAT FILL HAS BEEN PLACED AND COMPACTED TO THE REQUIRED MINIMUM CIVIL GENERAL NOTE 17, NOTES THAT EXISTING TOPSOIL IS NOT SUITABLE FOR RE-USE AS
DENSITY IN ACCORDANCE WITH THE DRAWINGS AND EARTHWORKS SPECIFICATION. STRUCTURAL FILL AND MATERIAL BELOW THE TOPSOIL LAYER MAY BE RE-USED SUBJECT TO
- CERTIFICATION THAT THE QUALITY OF ANY IMPORTED FILL COMPLIES WITH DRAWINGS AND THE REQUIREMENTS LAID OUT IN THE SITE GEOTECHNICAL REPORT AND EARTHWORK NOTES
THE EARTHWORKS SPECIFICATION REQUIREMENTS. ON C02-0101. WHERE EXISTING SUBGRADE LEVELS ARE BELOW BULK EARTHWORKS LEVELS,
4. CONTRACTOR TO PROVIDE AN EARTHWORKS METHODOLOGY STATEMENT FOR APPROVAL BY FILL TO BULK EARTHWORKS LEVELS WITH MATERIAL NOMINATED IN EARTHWORKS NOTE 7 ON
GENERAL NOTES DRAWING. ENGINEER'S CERTIFICATION
ACOR PRIOR TO COMMENCING WORK ON SITE. THE METHODOLOGY STATEMENT SHALL NAME:
RPEQ No:
SIGNED:
North Scale Client Architect Project Drawing Title
ACOR Consultants Pty Ltd
0 2 4 8 12m ALDI STORES NOOSAVILLE ALDI CIVIL SERVICES
Level 7, 104 Melbourne Street
1cm at full size
BULK EARTHWORKS PLAN
SCALE BAR 1:200 @A1 1:400 @A3
South Brisbane QLD 4101
CHECK ORIENTATION T +61 7 3844 5900
Jul 10, 2026 - 11:07am
Drawn Designed Q.A. Check Date Scale @ A1
C ISSUE FOR TENDER 10.07.26 JG PK 201 WEYBA ROAD NOOSAVILLE QLD 4566 JG PK SS 10.07.26 1:200
0
B ISSUE FOR TENDER 09.07.26 JG PK 110 GOTHA STREET FORTITUDE VALLEY QLD Project No. Drawing No. Issue
A
Issue.
90% DD ISSUE
Description
26.06.26
Date
JG
Drawn
PK
Approved
PRINT IN COLOUR T: 07 3252 1188 FOR TENDER NA251816 C04-0001 C
-1
© COPYRIGHT of this design and plan is the property of ACOR Consultants Pty Ltd, ACN 079 306 246 ABN 40 079 306 246, all rights reserved. It must not be used, modified, reproduced or copied wholly or in part without written permission from ACOR Consultants Pty Ltd.
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