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NA251816_Opw_Drawings · OPW26/0105
GENERAL 4. EXPOSED CONSTRUCTION AREAS SHALL BE PROOF ROLLED USING A VEHICLE WITH A TARE EXISTING SERVICES AND FEATURES EXISTING SERVICES NOTE
OF AT LEAST 5 TONNES PER AXLE IN THE PRESENCE OF THE NOMINATED GEOTECHNICAL
ORIGINAL SITE SURVEY PREPARED BY: SAUNDERS HAVILL TESTING AUTHORITY AND A REPRESENTATIVE OF ACOR QLD PTY LTD. AREAS 1. THE CONTRACTOR SHALL ALLOW FOR THE CAPPING OFF, EXCAVATION AND REMOVAL IF 1. NOTWITHSTANDING THAT EXISTING SERVICES MAY OR MAY NOT BE SHOWN ON THE
DATUMS USED: AHD DEMONSTRATING EXCESSIVE MOVEMENT SHALL BE TREATED IF POSSIBLE, OR REMOVED REQUIRED OF ALL EXISTING SERVICES IN AREAS AFFECTED BY THE WORKS WITHIN THE DRAWINGS, NO RESPONSIBILITY IS TAKEN BY THE SUPERINTENDENT OR THE PRINCIPAL
VERT: RL1.402m TO COMPETENT MATERIAL AND REPLACED WITH COMPACTED IMPORTED FILL MATERIAL. CONTRACT AREA, AS SHOWN ON THE DRAWINGS UNLESS DIRECTED OTHERWISE BY THE FOR THIS INFORMATION WHICH HAS BEEN SUPPLIED BY OTHERS. THE DETAILS ARE
ORIGIN: CONTRACTOR TO ALLOW A PROVISIONAL SUM FOR REMOVAL OF UNSUITABLE MATERIAL SUPERINTENDENT. ALL TO REGULATORY AUTHORITY STANDARDS AND APPROVAL. PROVIDED FOR INFORMATION ONLY. THE CONTRACTOR SHALL ASCERTAIN THE POSITION
CONTOUR INTERVAL: 0.20m AND REPLACEMENT WITH COMPACTED IMPORTED FILL MATERIAL. ALLOW A PROVISIONAL 2. THE CONTRACTOR SHALL ENSURE THAT AT ALL TIMES SERVICES TO ALL BUILDINGS NOT OF ANY UNDERGROUND SERVICES IN THIS AREA AND SHALL BE RESPONSIBLE FOR MAKING
REAL PROPERTY DESCRIPTION: QUANTITY OF 100m³. AFFECTED BY THE WORKS ARE NOT DISRUPTED. GOOD ANY DAMAGE CAUSED ON SITE.
LOT 5 ON RP183894 5. ALL SOFT, WET OR UNSUITABLE MATERIAL IS TO BE REMOVED AND REPLACED WITH 3. PRIOR TO COMMENCEMENT OF ANY WORKS THE CONTRACTOR SHALL OBTAIN THE 2. ALL REASONABLE CARE HAS BEEN TAKEN TO ACCURATELY SHOW THE POSITION OF
1. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND EXISTING LEVELS ON SITE PRIOR TO APPROVED MATERIAL SATISFYING THE REQUIREMENTS LISTED BELOW FOR IMPORTED FILL SUPERINTENDENT'S APPROVAL FOR THEIR PROGRAMME FOR THE EXISTING SERVICES. HOWEVER, THE POSITION OF SUCH SERVICES SHOULD BE PROVEN ON
COMMENCEMENT OF WORK. MATERIAL. RELOCATION/CONSTRUCTION OF TEMPORARY SERVICES. SITE AND NO GUARANTEE CAN BE GIVEN THAT ALL EXISTING SERVICES ARE SHOWN. AREAS
2. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR 6. PLACE IMPORTED FILL MATERIALS SATISFYING THE REQUIREMENTS LISTED BELOW TO 4. EXISTING BUILDINGS, EXTERNAL STRUCTURES, AND TREES SHOWN ON THESE DRAWINGS SURROUNDING EXISTING SERVICES ARE TO BE EXCAVATED BY HAND OR BY APPROVED
ACCURACY CANNOT BE GUARANTEED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOMINATED BULK EARTHWORKS LEVELS ON BULK EARTHWORKS PLAN. ARE FEATURES EXISTING PRIOR TO ANY SEPARATE AND PRECEDING DEMOLITION WORKS. VACUUM EXCAVATION CONTRACTOR.
ESTABLISH THE LOCATION AND LEVEL OF ALL EXISTING SERVICES PRIOR TO 7. ALL IMPORTED FILL MATERIAL SHALL BE FROM A SOURCE APPROVED BY THE 5. CONTRACTOR SHALL CONSTRUCT TEMPORARY SERVICES TO MAINTAIN EXISTING SUPPLY 3. CONTRACTOR TO CONFIRM THE LOCATION, SIZE AND DEPTH OF ALL EXISTING SERVICES
COMMENCEMENT OF ANY WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT AND SHALL COMPLY WITH THE FOLLOWING: TO BUILDINGS REMAINING IN OPERATION DURING WORKS TO THE SATISFACTION AND PRIOR TO CONSTRUCTION.
SUPERINTENDENT. a) FREE FROM ORGANIC AND PERISHABLE MATTER APPROVAL OF THE SUPERINTENDENT. ONCE DIVERSION IS COMPLETE AND COMMISSIONED 3.1. WHERE REQUIRED, CONTRACTOR TO POTHOLE TO CONFIRM LOCATION AND DEPTHS
3. THE CONTRACTOR SHALL ARRANGE ALL SURVEY SETOUT BY A LICENSED LAND SURVEYOR. b) MAXIMUM PARTICLE SIZE 100mm THE CONTRACTOR SHALL REMOVE ALL SUCH TEMPORARY SERVICES AND MAKE GOOD TO OF ALL UNDERGROUND SERVICES PRIOR TO UNDERTAKING ANY WORKS.
CONFIRM SETOUT WITH ARCHITECT. c) PLASTICITY INDEX MAXIMUM 15% THE SATISFACTION OF THE SUPERINTENDENT. 4. ALL EXISTING SERVICE STRUCTURES OR LIDS AFFECTED BY THE WORKS ARE TO BE
4. ALL SERVICE TRENCHES UNDER VEHICULAR PAVEMENTS SHALL BE BACKFILLED WITH d) LIQUID LIMIT, MAX OF 45% 6. INTERRUPTION TO SUPPLY OF EXISTING SERVICES SHALL BE DONE SO AS NOT TO CAUSE ADJUSTED TO MATCH PROPOSED NEW SURFACE LEVELS.
APPROVED FILL MATERIAL AND COMPACTED TO 100% STANDARD MAXIMUM DRY DENSITY IN e) PASSING 19mm SIEVE, MAX 80% ANY INCONVENIENCE TO THE ADJACENT RESIDENCES. CONTRACTOR TO GAIN APPROVAL 5. CONTRACTOR TO LIAISE WITH RELEVANT AUTHORITY ON ANY REQUIRED
ACCORDANCE WITH AS1289.5.1.1:2017. f) MINIMUM CBR 10% OF THE SUPERINTENDENT FOR TIME OF INTERRUPTION. PROTECTION/RELOCATION MEASURES AND INFORM ENGINEER OF APPROVED DESIGN
5. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL BE RESTORED g) SHRINK/SWELL INDEX, MAX OF 1.0% 7. WHERE THERE IS AN ACTUAL OR POTENTIAL CLASH WITH EXISTING IN-GROUND PRIOR TO UNDERTAKING ANY WORKS.
TO ORIGINAL, INCLUDING KERBS, FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, 8. CONTRACTOR TO PROVIDE CERTIFICATION TO SUPERINTENDENT FROM NATA REGISTERED SERVICES/FEATURES, THE CONTRACTOR IS TO ALLOW FOR NON-DESTRUCTIVE
GRASSED AREAS AND ROAD PAVEMENTS. LAB THAT THE FILL MATERIAL IS FREE OF ACTUAL OR POTENTIAL ACID SULFATE SOILS AND INVESTIGATORY WORKS TO DETERMINE THE TYPE, NUMBER, SIZE, INVERT AND OBVERT OF
6. WHERE NEW WORK ABUTS EXISTING, THE CONTRACTOR SHALL ENSURE THAT A SMOOTH MEETS CURRENT DPI REGULATIONS FOR THE CONTROL OF RED IMPORTED FIRE ANTS THE IN-GROUND ASSET AND HAVE DOCUMENTED BY A LICENSED SURVEYOR IN PDF AND
EVEN PROFILE FREE FROM ABRUPT CHANGES, IS OBTAINED. (RIFA). DWG FORMATS.
7. CARE TO BE TAKEN WHEN EXCAVATING ELECTRICAL, COMMUNICATIONS AND ORIGIN GAS 9. ALL ENGINEERED FILL MATERIAL SHALL BE PLACED IN MAXIMUM 200mm THICK LAYERS AND
SERVICES. NO MECHANICAL EXCAVATION TO BE UNDERTAKEN OVER ELECTRICAL, COMPACTED AT OPTIMUM MOISTURE CONTENT (+ OR - 2%) TO ACHIEVE THE FOLLOWING
MINIMUM COMPACTION VALUES: STORMWATER
COMMUNICATIONS AND GAS; HAND EXCAVATE IN THESE AREAS. LIAISE WITH RELEVANT
LOCAL AUTHORITY. LOCATION COHESIVE COHESIONLESS 1. ALL 300 DIA. DRAINAGE PIPES AND LARGER SHALL BE CLASS "3" APPROVED SPIGOT AND
8. ALL WORKS SHALL BE IN ACCORDANCE WITH RELEVANT THE LOCAL AUTHORITY SOILS SOILS SOCKET RCP PIPES WITH RUBBER RING JOINTS, (U.N.O.). ALL DRAINAGE PIPES UP TO AND
STANDARDS, DETAILS SHOWN ON THE DRAWINGS, THE SPECIFICATION AND THE BUILDING AREAS INCLUDING 225 DIA. SHALL BE SEWER GRADE DWV uPVC CLASS "SN8" WITH SOLVENT WELD
DIRECTIONS OF THE ARCHITECT. · FOUNDATION SUPPORT 98% 80% JOINTS OR RUBBER RING JOINTS (U.N.O.)
9. THE CONTRACTOR SHALL NOT DISTURB ANY EXISTING SURVEY BENCH MARKS OR · FLOOR SLABS 98% 80% 2. EQUIVALENT STRENGTH FRC PIPES MAY BE USED.
REFERENCE MARKS (UNLESS INDICATED FOR REMOVAL) WITHOUT DEPT. OF NATURAL PAVEMENT AREAS 3. ALL PIPE JUNCTIONS UP TO AND INCLUDING 450 DIA. AND ALL TAPERS SHALL BE VIA
RESOURCES APPROVAL IN WRITING. · TOP 300mm BELOW SUBGRADE LEVEL 98% 80% PURPOSE MADE FITTINGS.
10. THE CONTRACTOR SHALL OBTAIN ALL RELEVANT AUTHORITIES APPROVALS. (PRIOR TO · BELOW THE TOP 300mm LANDSCAPE AREAS 95% 75% 4. MINIMUM GRADE TO STORMWATER LINES TO BE 1%. (U.N.O.).
COMMENCEMENT AND UPON COMPLETION). 5. CONTRACTOR TO SUPPLY AND INSTALL ALL FITTINGS AND SPECIALS INCLUDING VARIOUS
WHERE THE ABOVE VALUES ARE DETERMINED IN ACCORDANCE WITH AS1289.5.1.1
11. WORK ON EXISTING EXTERNAL STORMWATER SERVICES BY CONTRACTOR ARE SUBJECT TO PIPE ADAPTORS TO ENSURE PROPER CONNECTION TO DISSIMILAR PIPEWORK.
(STANDARD COMPACTION) FOR COHESIVE SOILS AND AS1289.5.6.1 (STANDARD METHOD)
INSPECTION AND APPROVAL BY THE LOCAL AUTHORITY. 6. ALL CONNECTIONS TO EXISTING DRAINAGE PITS SHALL BE MADE IN A TRADESMAN-LIKE
FOR COHESIONLESS SOILS.
12. THE CONTRACTOR SHALL LOCATE AND CONFIRM LEVELS OF ALL EXISTING SERVICE MANNER AND THE INTERNAL WALL OF THE PIT AT THE POINT OF ENTRY SHALL BE CEMENT
10. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1' ENGINEERING
CONNECTIONS PRIOR TO COMMENCING WORK. RENDERED TO ENSURE A SMOOTH FINISH.
SUPERVISION IN ACCORDANCE WITH APPENDIX B OF AS 3798. THE NOMINATED
13. THE CONTRACTOR SHALL REFER TO LANDSCAPE DRAWINGS FOR DETAILS OF TREATMENT 7. WHERE SUBSOIL DRAINAGE LINES PASS UNDER FLOOR SLABS AND VEHICULAR PAVEMENTS
GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE RPEQ CERTIFICATION AS NOTED IN
OF BATTERS, SWALE DRAINS AND ANY OTHER AREAS DISTURBED AS PART OF CIVIL WORKS. UNSLOTTED uPVC SEWER GRADE PIPE SHALL BE USED.
THE GEOTECHNICAL REPORT THAT ALL GENERAL EARTHWORKS OPERATIONS HAVE BEEN
14. ROAD OPENINGS: 8. PROVIDE 3.0m LENGTH OF 100 DIA. SUBSOIL DRAINAGE PIPE WRAPPED IN FABRIC SOCK, AT
CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND THE
THE CONTRACTOR'S ATTENTION IS DRAWN TO THE REQUIREMENTS OF THE LOCAL UPSTREAM END OF EACH PIT.(UNO)
CONTROLLED FILL IS SUITABLE FOR PURPOSE WITH A MINIMUM 100 KPa BEARING CAPACITY
AUTHORITY. WHERE THE WORK IS LOCATED IN A ROAD RESERVE OR CROSSES THE 9. BEDDING SHALL BE TYPE H1 (U.N.O.) IN ACCORDANCE WITH CURRENT AUSTRALIAN
UNDER THE BUILDING. ALL CERTIFICATIONS RECOMMENDED IN SOIL SURVEYS REPORT,
PAVEMENT OF A PUBLIC ROADWAY OR FOOTWAY, OBTAIN A CONSENT COVERING THE STANDARDS.
PROJECT No. 305-2335 DATED FEBRUARY 2006 ARE TO BE PROVIDED BY THE CONTRACTOR.
NECESSARY OPENINGS AND COMPLY WITH ALL THE CONDITIONS COVERING THE ISSUE OF 10. AT CONNECTION TO PITS, INVERT OF SUBSOIL DRAINS TO BE ABOVE MAIN STORMWATER
11. THE CONTRACTOR SHALL PROGRAMME THE EARTHWORKS OPERATION SO THAT THE
SUCH A CONSENT. A CHARGE IS MADE FOR PERMITS ISSUED IN RESPECT OF PAVEMENT PIPE OBVERT.
WORKING AREAS ARE ADEQUATELY DRAINED DURING THE PERIOD OF CONSTRUCTION. THE
OPENINGS. CONTRACTOR TO OBTAIN DETAILS FROM THE LOCAL AUTHORITY, MEET ALL 11. EQUIVALENT STRENGTH PRECAST STORMWATER PITS AND MANHOLES MAY BE USED.
SURFACE SHALL BE GRADED AND SEALED OFF TO REMOVE DEPRESSIONS, ROLLER MARKS
REQUIREMENTS AND PAYMENTS, AND CARRY OUT ALL LIAISON AT NO EXTRA COST. ALL
AND SIMILAR WHICH WOULD ALLOW WATER TO POND AND PENETRATE THE UNDERLYING
PAVEMENT SURFACING IS TO BE UNDERTAKEN BY THE CONTRACTOR. ALL PAVEMENT
REINSTATEMENT TO BE UNDERTAKEN BY THE CONTRACTOR.
MATERIAL. ANY DAMAGE RESULTING FROM THE CONTRACTOR NOT OBSERVING THESE LINEMARKING
REQUIREMENTS SHALL BE RECTIFIED BY THE CONTRACTOR AT THEIR COST.
15. REFER ALSO TO HYDRAULIC, LANDSCAPING, MECHANICAL AND ELECTRICAL CONSULTANTS'
12. TESTING OF THE SUBGRADE SHALL BE CARRIED OUT IN ACCORDANCE WITH AS 3798 BY AN 1. ALL LINEMARKING TO BE IN ACCORDANCE WITH AS 1742 PARTS 1 AND 2.
DRAWINGS FOR ADDITIONAL SITE SERVICES TO BE CO-ORDINATED FOR CONSTRUCTION
APPROVED NATA REGISTERED LABORATORY AT THE CONTRACTOR'S EXPENSE. 2. ALL INTERNAL CARPARK LINE MARKING SHALL BE 90mm WIDE UNO AND BE COMPLETED
UNDER PROPOSED CARPARK PAVEMENTS.
13. ALL BASE AND SUB-BASE MATERIALS SHALL BE PLACED IN MAXIMUM 150mm THICK LAYERS USING WHITE REFLECTORISED PAINT UNO IN ACCORDANCE WITH AS 1742 AND AS
16. A GEOTECHNICAL INVESTIGATION FOR THE ORIGINAL SITE HAS BEEN PREPARED BY SOIL
AND COMPACTED AT OPTIMUM MOISTURE CONTENT OF (+ OR - 2%) TO ACHIEVE A DRY SPECIFIED IN THE ARCHITECTURAL SPECIFICATION.
SURVEYS, PROJECT No. 305-2335 DATED FEBRUARY 2006. THE CONTRACTOR SHALL ENSURE
DENSITY IN ACCORDANCE WITH AS 1289.5.2.1 OF NOT LESS THAN THE FOLLOWING: 3. THE INTERNATIONAL SYMBOL OF ACCESS SHALL BE WHITE ON A BLUE BACKGROUND IN
THAT THEY ARE FAMILIAR WITH THE CONTENTS OF THIS REPORT AND THE REPORT DOES
20cm
FORM PART OF THE CONTRACT. LAYER MODIFIED DRY DENSITY ACCORDANCE WITH AS 1428. THE BLUE SHALL BE B21, ULTRAMARINE OF AS 2700, OR
17. ALL CONSTRUCTION WORK SHALL BE CARRIED OUT SO THAT AT ANY TIME ADJOINING BASE COURSE 98% MODIFIED (AS 1289.5.2.1) SIMILAR APPROVED.
PROPERTY OWNERS ARE NOT DEPRIVED OF AN ALL-WEATHER ACCESS OR SUBJECTED TO SUB-BASE COURSE 95% MODIFIED (AS 1289.5.2.1)
ADDITIONAL STORM WATER RUN-OFF DURING THE PERIOD OF CONSTRUCTION.
14. CONTRACTOR TO ENSURE VIA THE APPROPRIATE SELECTION OF FILL MATERIAL AND
18. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO THE LOCAL
EARTHWORKS THAT, UPON COMPLETION OF THE EARTHWORKS, THAT THE BUILDING
AUTHORITY'S INFRASTRUCTURE. SUCH REPAIR OR REINSTATEMENT TO BE CARRIED OUT
PLATFORM HAS A CLASS 'S' CLASSIFICATION IN ACCORDANCE WITH AS2870.
IMMEDIATELY TO THE SATISFACTION OF THE SUBDIVISION AND DEVELOPMENT MANAGER
15. ANY SURPLUS EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF SITE AT AN APPROVED
OF THE LOCAL AUTHORITY.
TIP SITE. CONTRACTOR TO ALLOW TO COMPLY WITH CURRENT DEPARTMENT OF
19. SITE INSPECTIONS REQUIRED AS SPECIFIED.
AGRICULTURAL AND WATER RESOURCES REGULATIONS FOR THE CONTROL OF RED
20. FOR CIVIL SETOUT INFORMATION CONTACT ACOR QLD PTY LTD (PH +61 7 3844 5900) AND AN
IMPORTED FIRE ANTS.
AUTOCAD DRAWING FILE WILL BE ISSUED FOR INFORMATION TO ASSIST WITH THE SITE
16. ANY CONTAMINATED MATERIAL SHALL BE MANAGED AND DISPOSED OF ACCORDING TO THE
SETOUT.
LOCAL AUTHORITY AND EPA REQUIREMENTS INCLUDING CERTIFICATION.
21. CONTRACTOR IS TO ALLOW TO INCLUDE ANY REQUIRED THE LOCAL AUTHORITY
17. THE USE OF POTABLE WATER IS NOT PERMITTED IN ACTIVITIES ASSOCIATED WITH ROAD
INSPECTION AND COMPLIANCE FEES IN THE CONTRACT.
AND PAVEMENT CONSTRUCTION, THE COMPACTION OF FILL MATERIAL OR DUST
SUPPRESSION CONTRACTOR TO UTILISE RECYCLED OR SUITABLE NON POTABLE WATER
EARTHWORKS FOR THESE ACTIVITIES WITHIN THE CONTRACT. USE OF RECYCLED WATER MUST BE IN
ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY.
10cm
1. FOLLOWING DEMOLITION OF EXISTING STRUCTURES, ALL VEGETATION, SOILS CONTAINING
\\briproj1\projects\NA25\NA251816\Drawings\CAD\CIV\Drawings\NA251816-0000-C01-0101.dwg
ORGANIC AND DELETERIOUS MATERIAL, CONCRETE SLABS, CONCRETE BUILDING FOOTINGS
AND PAVEMENT AREAS SHALL BE STRIPPED AND REMOVED FROM SITE.
2. ALL EXISTING TREE STUMPS AND ROOTS SHALL BE GRUBBED OUT TO A MINIMUM DEPTH OF
750mm.
3. DEPRESSIONS FORMED BY REMOVAL OF UNDERGROUND ELEMENTS AND OR WEAKENED
AREAS SHOULD BE CLEANED OUT AND FILLED WITH COMPACTED IMPORTED FILL MATERIAL.
ENGINEER'S CERTIFICATION
NAME:
RPEQ No:
SIGNED:
North Scale Client Architect Project Drawing Title
ACOR Consultants Pty Ltd
ALDI STORES NOOSAVILLE ALDI CIVIL SERVICES
Level 7, 104 Melbourne Street
1cm at full size
CONSTRUCTION NOTES
South Brisbane QLD 4101 SHEET 1
T +61 7 3844 5900 Drawn Designed Q.A. Check Date Scale @ A1
Jul 09, 2026 - 5:20pm
201 WEYBA ROAD NOOSAVILLE QLD 4566 JG PK SS 09.07.26 NTS
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 C01-0101 B
-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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