Council archive · source document
NA251816_Opw_Drawings · OPW26/0105
PROPOSED ALDI STORE EXTENSION
WEYBA ROAD NOOSAVILLE QLD 4566
CIVIL DISCIPLINE
No. OF LOTS = 01
DRAWING INDEX
AREA OF SITE = 0.51 HA
DWG No. DESCRIPTION
GENERAL RP DESCRIPTION
NA251816-0000-C01-0001 COVER SHEET AND DRAWING INDEX
NA251816-0000-C01-0101 CONSTRUCTION NOTES SHEET 1 LOT 5 ON RP183894
NA251816-0000-C01-0102 CONSTRUCTION NOTES SHEET 2 DATUM LEVEL
EROSION AND SEDIMENT CONTROL
NA251816-0000-C03-0001 SOIL EROSION AND SEDIMENT CONTROL PLAN PM18419
NA251816-0000-C03-0101 SOIL EROSION AND SEDIMENT CONTROL NOTES
SURVEYOR DETAILS
NA251816-0000-C03-0201 SOIL EROSION AND SEDIMENT CONTROL DETAILS
EARTHWORKS SAUNDERS HAVILL
NA251816-0000-C04-0001 BULK EARTHWORKS PLAN
CONTACT DETAILS:
SITEWORKS ADDRESS: 9 THOMPSON STREET BOWEN HILLS QLD 4006
NA251816-0000-C05-0001 GENERAL ARRANGEMENT PLAN PHONE: 1300 123 744
PAVEMENT
NA251816-0000-C09-0001 PAVEMENT PLAN
DETAILS
NA251816-0000-C10-0001 CIVIL DETAILS SHEET 1
NA251816-0000-C10-0002 CIVIL DETAILS SHEET 2
20cm
SITE OF
WORK
LOCALITY PLAN
SCALE 1:500
10cm
\\briproj1\projects\NA25\NA251816\Drawings\CAD\CIV\Drawings\NA251816-0000-C01-0001.dwg
ENGINEER'S CERTIFICATION
NAME:
RPEQ No:
SIGNED:
North Scale Client Architect Project Drawing Title
ACOR Consultants Pty Ltd
0 5 10 20 30m ALDI STORES NOOSAVILLE ALDI CIVIL SERVICES
Level 7, 104 Melbourne Street
1cm at full size
COVER SHEET AND DRAWING INDEX
SCALE BAR 1:500 @A1 1:1000 @A3
South Brisbane QLD 4101
CHECK ORIENTATION 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 1:500
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 C01-0001 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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Page 2
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.
Page 3
REINFORCED CONCRETE 23. FABRIC LAPS: CONSTRUCTION INSPECTIONS EARTHWORKS
FABRIC LAP 1. LEVEL 1 REPORT BY THE GITA
THE CONTRACTOR IS TO CONFIRM APPLICABLE NOTIFICATION POINTS [NOTIFY] AND INSPECTION
GENERAL REQUIREMENTS [INSPECT] WITH THE CERTIFYING ENGINEER PRIOR TO UNDERTAKING WORKS
1. CARRY OUT ALL CONCRETE WORK IN ACCORDANCE WITH AS 3600 AND THE SPECIFICATION. 25mm STORMWATER
WHERE CERTIFICATION OF THOSE WORKS. THESE WORKS MAY INCLUDE BUT ARE NOT LIMITED 1. BEDDING/DRAINAGE MATERIAL DOCKETS & PSD
KEEP A COPY OF THE DOCUMENTS ON SITE.
24. FABRIC TO EXTEND 70 WITH A CROSSWIRE ONTO WALLS UNLESS NOTED OTHERWISE. TO: 2. BACKFILL MATERIAL DOCKETS
2. VERIFY ALL SETTING OUT DIMENSIONS WITH THE SUPERINTENDANT AND/OR THE
1. PRESTART MEETING [INSPECT] 3. COMPACTION TESTING FOR GRAVEL BACKFILL
SURVEYOR.
3. DO NOT OBTAIN DIMENSIONS BY SCALING THE DRAWINGS. DANLEY DOWEL JOINT 2. VERIFICATION/POTHOLE OF EXISTING SERVICES AT CONNECTIONS/CROSSINGS [NOTIFY] 4. MANHOLE CONCRETE DOCKETS & COMPRESSIVE STRENGTH TESTS
3. ESTABLISHMENT OF EROSION AND SEDIMENT CONTROLS [INSPECT] 5. LEAN MIX DOCKETS
CONCRETE
1. WHERE NOMINATED THE CONTRACTOR IS TO ALLOW FOR ALL COMPONENTS OF DANLEY 4. ENCOUNTERING UNSUITABLE MATERIAL OR ROCK [NOTIFY] 6. MATERIAL CERTIFICATES FOR ASPRO, PIPES AND PRE-CAST PITS
4. ALL WORKMANSHIP AND MATERIALS SHALL COMPLY WITH AS 3600 CURRENT EDITIONS WITH
DOWEL JOINT SYSTEM INCLUDING TEMPLATES & PEGGING TO ENSURE THAT ALL DOWEL 5. COMPLETION OF EARTHWORKS [INSPECT] 7. AS CONSTRUCTED SURVEY CONFIRMING STORMWATER ASSET INVERT LEVELS, PIPE SIZES,
AMENDMENTS, EXCEPT WHERE VARIED BY THE CONTRACT DOCUMENTS.
BARS REMAIN IN THE CORRECT ALIGNMENT & POSITION REFER DETAILS. 6. COMMENCEMENT OF EXCAVATION FOR CIVIL SERVICE TRENCHES [NOTIFY] STRUCTURE SIZES AND STRUCTURE SURFACE LEVELS
5. CONCRETE CHARACTERISTICS:
7. PIPE LAYING AND JOINTING PRIOR TO BACKFILL [INSPECT] 8. AS CONSTRUCTED SURVEY TO BE PROVIDED IS GDA2020 COORDINATES IN DWG FORMAT
ELEMENT COMPRESSIVE STRENGTH SLUMP MAX AGG 8. CONCRETE BASE AND EACH LIFT OF SEWER AND STORMWATER MAINTENANCE AND IN REQUIRED ADAC FORMAT
F'c - 28 DAYS (MPa) (mm) SIZE (mm)
CONCRETE PAVEMENT JOINT STRUCTURES [INSPECT] 9. STORMWATER CCTV (VIDEO AND REPORT)
ALL KERBS, PITS ETC 20 80 20 9. PREPARATION OF SUBGRADE TO PAVEMENT AND PROOF ROLL (FLEXIBLE AND RIGID)
1. WHERE NOMINATED, JOINTS TO BE SAWN AS SOON AS CONCRETE HAS HARDENED
FOOTPATH 25 80 20 [INSPECT] PROPRIETARY STORMWATER QUALITY
SUFFICIENTLY THAT IT WILL NOT BE DAMAGED BY SAWING. IF AN UNPLANNED CRACK
CARPARK PAVEMENT 32 65 20 10. PLACING OF GRAVEL LOWER SUB-BASE PAVEMENT LAYER AND PROOFROLL (FLEXIBLE) 1. SIGN OFF FOR THE INSTALLATION AND COMMISSIONING OF THE PROPRIETARY DEVICE
OCCURS THE CONTRACTOR SHALL REPLACE WHOLE SLABS EITHER SIDE OF THE
OSD TANK BASE AND LID 40 80 20 [INSPECT] SYSTEMS BY THE PROPRIETOR.
UNPLANNED CRACK, UNLESS DIRECTED OTHERWISE.
6. NO 'BRECCIA' TYPE AGGREGATE IS TO BE USED. 11. PLACING OF GRAVEL SUB-BASE PAVEMENT LAYER AND PROOFROLL (FLEXIBLE) [INSPECT]
2. a) PROVIDE JOINTS AS DETAILED
7. CEMENT TO BE TYPE SL TO AS 3972 U.N.O. MAX CONCRETE SHRINKAGE TO BE 600 MICRON 12. PLACEMENT OF KERB [NOTIFY] SEWER AND WATER (AUTHORITY ASSET)
b) ALL LONGITUDINAL JOINTS SHALL BE FORMED AND INCLUDE TIE BARS OR DIAMOND
TO AS1012. 13. PLACING OF GRAVEL BASE PAVEMENT LAYER AND PROOFROLL (PRE-SEAL) (FLEXIBLE) 1. BEDDING/DRAINAGE MATERIAL DOCKETS & PSD
DOWELS AS SPECIFIED. ALL TRANSVERSE CONSTRUCTION JOINTS SHALL BE FORMED
8. NO ADMIXTURES ARE TO BE USED WITHOUT THE APPROVAL OF THE ENGINEERS. [INSPECT] 2. BACKFILL MATERIAL DOCKETS
AND INCLUDE PLATES OR DIAMOND DOWELS AS SPECIFIED.
9. A VIBRATOR IS TO BE USED FOR THE COMPACTION OF ALL CONCRETE. 14. PRIME AND SEAL INSTALLATION PRIOR TO AC [NOTIFY] 3. COMPACTION TESTING FOR GRAVEL BACKFILL
c) UNO BOND BREAKER TO BE PROPRIETARY DANLEY PLATE AND DIAMOND DOWEL
10. ALL CONCRETE PLACEMENT TO UTILISE ALIPHATIC ALCOHOL APPLIED TO THE CONCRETE 15. LAYING OF ASPHALTIC CONCRETE [INSPECT] 4. MANHOLE CONCRETE DOCKETS & COMPRESSIVE STRENGTH TESTS
COVERS.
AFTER THE INITIAL SCREED. CONCRETE SHALL BE CURED IN ACCORDANCE WITH AS3600 16. PLACING OF GRAVEL BASE PAVEMENT LAYER AND PROOFROLL (RIGID) [INSPECT] 5. LEAN MIX DOCKETS WHERE REQUIRED
3. DOWELS, PLATES AND TIE BARS SHALL BE:
FOR A MINIMUM OF 7DAYS AFTER POURING, UTILISING AN APPROVED, NON-OIL BASED 17. CONCRETE STEEL & STRUCTURAL INSPECTIONS [INSPECT] 6. BACTERIAL AND CHLORINATION TESTING FOR WATER
· STRAIGHT
CURING COMPOUND OR THE COVERING OF THE ENTIRE SLAB WITH A CLEAR PLASTIC 18. LIVE CONNECTIONS - CONNECTION TO AUTHORITY ASSETS (WATER, SEWER, STORMWATER) 7. PRESSURE TESTING RESULTS FOR WATER
· TO LENGTH SPECIFIED
SHEET. [INSPECT] 8. SEWER VAC TEST FOR BOTH PIPELINES AND STRUCTURES.
· CLEAN AND FREE FROM MILL SCALE, RUST AND OIL
11. ALL CONCRETE SHALL BE SUBJECT TO PROJECT CONTROL SAMPLE AND TESTING TO AS 19. PRE-ON MAINTENANCE INSPECTION WITH SERVICES AUTHORITY [INSPECT] 9. SEWER PIPE OVALITY TESTING
· SAWN TO LENGTH NOT CROPPED
3600. 20. DEFECTS INSPECTION [INSPECT] 10. MATERIAL CERTIFICATES FOR ASPRO, PIPES AND PRE-CAST PITS
· HOT DIPPED GALVANISED AFTER SAWING TO LENGTH
12. THE CONTRACTOR MAY ADD AN APPROVED SUPERPLASTICISING ADMIXTURE TO INCREASE 21. ON MAINTENANCE INSPECTIONS [INSPECT] 11. AS CONSTRUCTED SURVEY CONFIRMING SEWER ASSET INVERT LEVELS, PIPE SIZES,
4. DIMENSIONS OF SEALANT RESERVOIR DEPENDANT ON THE SEALANT TYPE ADOPTED.
SLUMP OF PAVEMENT CONCRETE TO NOT MORE THAN 100mm. QUALITY AND MIXING 22. OFF MAINTENANCE INSPECTIONS WITH SERVICES AUTHORITY WHERE REQUIRED [INSPECT] STRUCTURE SIZES AND STRUCTURE SURFACE LEVELS
ENGINEERS APPROVAL TO BE OBTAINED FOR SEALANT AND RESERVOIR DIMENSIONS AND
PROCEDURE TO BE IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS. 23. OFF MAINTENANCE INSPECTIONS [INSPECT] 12. AS CONSTRUCTED SURVEY CONFIRMING WATER ASSET INVERT LEVELS, PIPE SIZES, BENDS,
DETAIL PROPOSED BY THE CONTRACTOR. REFER TO DETAILS FOR TYPICAL ARRANGEMENT
13. SLIP JOINTS TO BE USED ON ALL LOAD-BEARING MASONRY WALLS. USE 2 LAYERS OF AND SEALANT. FITTINGS AND HYDRANT AND VALVE SURFACE LEVELS
GALVANISED FLAT STEEL WITH GRAPHITE GREASE BETWEEN. THE CONTRACTOR SHALL ALLOW ADEQUATE TIME IN THEIR PROGRAM FOR INSPECTIONS BY THE 13. AS CONSTRUCTED SURVEY TO BE PROVIDED IS GDA2020 COORDINATES IN DWG FORMAT
5. PRIOR TO THE PLACEMENT OF CONCRETE IN THE ADJACENT SLAB, 10mm ABELFLEX WITH
FINISHING CERTIFYING ENGINEER AND THE LOCAL AUTHORITY (IF REQUIRED) AT EACH STAGE OF AND IN REQUIRED ADAC FORMAT
RIPOFF STRIP SHALL BE ADHERED TO THE ALREADY CAST AND CLEANED CONCRETE FACE
14. THE CONCRETE SHALL BE SCREEDED TO THE REQUIRED CROSS SECTION PROFILE, FREE USING AN APPROVED WATERPROOF ADHESIVE. ADHESIVE SHALL BE LIBERALLY APPLIED CONSTRUCTION. 14. SEWER CCTV (VIDEO FOOTAGE AND REPORT)
OF DEPRESSIONS AND HIGH AREAS TO SATISFY THE REQUIREMENTS OF AN INITIAL FINISH. TO THE FULL FACE OF THE CONCRETE SLAB TO BE COVERED BY THE FILLER, AND ON THE NOTWITHSTANDING THE REQUIREMENTS FOR NOTICE BY THE LOCAL AUTHORITY, THE
15. FINAL FINISHING SHALL COMMENCE ONLY AS SOON AS THE WATER SHEEN HAS LEFT THE FULL FACE OF THE FILLER TO BE ADHERED. CERTIFYING ENGINEER SHALL BE GIVEN A MINIMUM OF 3 FULL BUSINESS DAYS' NOTICE OF THE RETAINING WALLS
PAVEMENT SURFACE AND NOT IN ANY AREA WHERE THERE IS FREE SURFACE WATER. 6. REFER TO EARTHWORKS NOTES FOR PREPARATION OF SUB-BASE AND SUB-GRADE. REQUIRED INSPECTIONS. 1. THE RETAINING WALL SYSTEM DESIGN IS TO BE UNDERTAKEN AS PART OF THE
REFER ARCHITECTURAL SPECIFICATIONS FOR FINISHES TO SURFACES. THE CONTRACTOR SHALL BE DEEMED TO BE FAMILIAR WITH ALL LOCAL AUTHORITY OPERATIONAL DESIGN WORKS PHASE (AND TO BE IN ACCORDANCE WITH THE ASSOCIATED
7. CONTRACTION, LONGITUDINAL, ISOLATION AND CONSTRUCTION JOINTS SHALL BE LOCATED
REINFORCEMENT AS SPECIFIED. GEOTECH.
REQUIREMENTS FOR SUPERVISION AND INSPECTIONS AND MAKE PROVISION FOR THEM IN THEIR
16. COVER TO REINFORCEMENT FOR CORROSION PROTECTION SHALL BE AS DETAILED OR AS 8. SAWCUTTING SHALL COMMENCE AS EARLY AS POSSIBLE UTILISING SOFFCUT TO AVOID LUMP SUM PRICE.
A MINIMUM 40mm TO TOP REINFORCEMENT, 50mm TO BOTTOM REINFORCEMENT. UNCONTROLLED SHRINKAGE CRACKING, BUT NOT SO EARLY AS TO CAUSE UNACCEPTABLE THE CONTRACTOR SHALL BE UNDERTAKING THEIR OWN INSPECTIONS AND REQUEST
17. PIPES OR CONDUITS SHALL NOT BE PLACED WITHIN THE COVER TO REINFORCEMENT. RAVELING OF JOINT EDGES. PROGRAM SITE AND TIME OF CONCRETE POURS TO PERMIT INSPECTIONS ONLY WHEN THE WORKS MEET THE REQUIRED SPECIFICATIONS.
18. REINFORCEMENT QUALITY SAWING TO BE CARRIED OUT WITHOUT CAUSING NOISE POLLUTION.
19.1 BAR REINFORCEMENT 9. CONCURRENTLY WITH THE SAWING OPERATIONS THE SAWN GROOVE SHALL BE WASHED
FREE OF MATERIAL. CONSTRUCTION QA DOCUMENTATION
SYMBOL BAR SHAPE STRENGTH DUCTILITY TO COMPLY WITH
GRADE (MPa) CLASS AUST. STANDARD 10. SAWN GROOVES FORMING THE RESERVOIR FOR A JOINT SEALANT SHALL BE FORMED IN
TWO STAGES. THE SECOND SAWCUT SHALL BE MADE AS LATE AS POSSIBLE. 1. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING QA DOCUMENTATION TO THE
N DEFORMED RIBBED BAR 500 NORMAL AS 4671 CERTIFYING ENGINEER FOR THE PREPARATION OF FORM 12 AND/OR CONSTRUCTION
R PLAIN ROUND BAR 250 NORMAL AS 4671 CERTIFICATION. THE PROVISION OF THIS INFORMATION DOES NOT REMOVE THE
Y DEFORMED BAR 410 NORMAL AS 1302
ASPHALTIC CONCRETE
REQUIREMENT FOR THE CERTIFYING ENGINEER TO ADEQUATELY INSPECT THE WORKS
*SEE NOTE DURING CONSTRUCTION
GENERAL
ALL BARS TO BE "N" UNLESS NOTED OTHERWISE THE NUMBER FOLLOWING THE SYMBOL IS 1. ASPHALTIC CONCRETE MIX DESIGN, MANUFACTURE, PLACING AND COMPACTION SHALL BE
THE NOMINAL BAR SIZE IN mm. FOR EXAMPLE, N16 DENOTES A DEFORMED RIBBED BAR, OF IN ACCORDANCE WITH THE SPECIFICATION FOR AC10 MIX AND AS 2734 - 1984 ASPHALT GENERAL
GRADE 500MPa NORMAL DUCTILE STEEL, WITH A NOMINAL 16mm DIAMETER. (HOT MIXED) PAVING - A GUIDE TO GOOD PRACTICE. MINERAL FILLER TO COMPLY WITH AS 1. ALL CBR TESTS, COMPACTION TESTS, AND OTHER GEOTECHNICAL TESTING IS TO BE
*NOTE: Y BARS MAY BE REPLACED WITH N BARS OF SAME SIZE. 2357-1980 MINERAL FILLERS FOR ASPHALT. UNDERTAKEN BY THE GEOTECHNICAL TESTING AND INSPECTION AUTHORITY (GITA) FOR
19.2 MESH REINFORCEMENT PAVEMENT PREPARATION THE SITE
20cm
2. THE EXISTING SURFACE TO BE SEALED SHALL BE DRY AND BROOMED BEFORE 2. ALL SURVEY DOCUMENTATION TO BE UNDERTAKEN BY A LICENCED REGISTERED
SYMBOL DENOTES STRENGTH DUCTILITY TO COMPLY WITH SURVEYOR.
COMMENCEMENT OF WORK TO ENSURE COMPLETE REMOVAL OF ALL SUPERFICIAL
GRADE (MPa) CLASS AUST. STANDARD
FOREIGN MATTER.
RL RECTANGULAR MESH OF 500 LOW AS 4671 3. ALL DEPRESSIONS OR UNEVEN AREAS ARE TO BE TACK-COATED AND BROUGHT UP TO ROADWORKS/PAVEMENTS
DEFORMED RIBBED BARS GENERAL LEVEL OF PAVEMENT WITH ASPHALTIC CONCRETE BEFORE LAYING OF MAIN 1. CBR TEST RESULTS FOR ALL VEHICLE PAVEMENT SUBGRADE (NUMBER OF TESTS TO BE
SL SQUARE MESH OF 500 LOW AS 4671 COURSE. THE GREATER OF 50m SPACING ALONG LENGTH OF ROAD OR LOCAL AUTHORITY
DEFORMED RIBBED BARS TACK COAT REQUIREMENT). CBR TEST & LOCATION TO BE CONFIRMED BY GITA THAT THE TEST RESULT
4. THE WHOLE OF THE AREA TO BE SHEETED WITH ASPHALTIC CONCRETE SHALL BE LIGHTLY IS REPRESENTATIVE OF THE SUBGRADE MATERIAL FOR THAT TEST AREA.
F RECTANGULAR OR 450 AS 1304
AND EVENLY COATED WITH RAPID SETTING BITUMEN. 2. COMPACTION TESTS FOR ROAD PAVEMENT LAYERS (NUMBER OF TESTS TO BE THE
SQUARE MESH OF PLAIN
JOINTS GREATER OF 50m SPACING ALONG LENGTH OF ROAD OR LOCAL AUTHORITY REQUIREMENT).
WIRE *SEE NOTE
5. THE NUMBER OF JOINTS BOTH LONGITUDINAL AND TRANSVERSE SHALL BE KEPT TO A COMPACTION TEST RESULTS FOR SUBGRADE REPLACEMENT
THE NUMBERS FOLLOWING THE SYMBOL DENOTE THE PRODUCT CODE. FOR EXAMPLE, SL92 3. GRAVEL PAVEMENT DOCKETS
MINIMUM.
DENOTES A SQUARE MESH OF 9mm (NOMINAL DIAMETER) DEFORMED RIBBED BARS AT 4. AC DATA SHEETS
6. THE DENSITY AND SURFACE FINISH AT JOINTS SHALL BE SIMILAR TO THOSE OF THE
200mm CENTRES, OF GRADE 500MPa LOW DUCTILITY STEEL. 5. PRIMER AND SEAL DATA SHEETS
REMAINDER OF THE LAYER.
*NOTE: F MESH MAY BE REPLACED WITH RL OR SL MESH OF THE SAME CONFIGURATION. 6. AC COMPACTION TEST RESULTS
COMPACTION
19. REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY; IT IS NOT NECESSARILY SHOWN IN 7. SURVEY PICKUPS CONFIRMING LEVELS OF EACH PAVEMENT LAYER
7. ALL COMPACTION SHALL BE UNDERTAKEN USING SELF PROPELLED ROLLERS.
TRUE PROJECTION. 8. CONCRETE COMPRESSIVE STRENGTH TEST RESULTS FOR KERBS, FOOTPATHS AND RIGID
8. INITIAL ROLLING SHALL BE COMPLETED BEFORE THE MIX TEMPERATURE FALLS BELOW
10cm
20. SPLICES IN REINFORCEMENT SHALL BE MADE ONLY IN THE POSITION SHOWN. THE WRITTEN PAVEMENTS (IF APPLICABLE)
105°C.
APPROVAL OF THE ENGINEER SHALL BE OBTAINED FOR ANY OTHER SPLICE. 9. AS CONSTRUCTED SURVEY OF THE FINISHED SURFACE TO BE PICKED UP AT 5M GRIDS AND
9. SECONDARY ROLLING SHALL BE COMPLETED BEFORE THE MIX TEMPERATURE FALLS
\\briproj1\projects\NA25\NA251816\Drawings\CAD\CIV\Drawings\NA251816-0000-C01-0101.dwg
21. WELDING OF REINFORCEMENT WILL BE PERMITTED ONLY AFTER APPROVAL BY THE AT ANY PAVEMENT EDGE OR CHANGE IN GRADE.
BELOW 60°C.
ENGINEER. 10. AS CONSTRUCTED SURVEY TO BE PROVIDED IS GDA2020 COORDINATES IN DWG FORMAT
FINISHED PAVEMENT PROPERTIES
22. SITE BENDING OF Y OR N BARS SHALL BE DONE COLD WITH POWER OR MECHANICAL AND IN REQUIRED ADAC FORMAT
10. FINISHED SURFACES SHALL BE SMOOTH, DENSE AND TRUE TO SHAPE AND SHALL NOT
BENDING TOOLS.
VARY MORE THAN THE SPECIFIED TOLERANCES.
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 2
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 C01-0102 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.
Page 4
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.
Page 5
Ø225 PVC Ø225 PVC LEGEND
US IL 1.75 US IL 1.65
DS IL 1.67 PROPOSED PAVEMENT TYPE 1 (HEAVY VEHICLE PATH) - REFER
DS IL 1.64
LENGTH 14.75m LENGTH 1.35 m CIVIL DETAILS SHEET NA251816-0000-C10-0001 FOR DETAILS
GRADE 0.50 % GRADE 0.50 % PROPOSED PAVEMENT TYPE 2 (FLEXIBLE ASPHALT) - REFER CIVIL
DETAILS SHEET NA251816-0000-C10-0001 FOR DETAILS
8
24
1/1 2/1
.43
PROPOSED PAVEMENT TYPE 3 (FOOTPATH AREAS) - REFER CIVIL
.3
P2
P2
8
DETAILS SHEET NA251816-0000-C10-0001 FOR DETAILS
.50
NO PARKING
P2
PROPOSED PAVEMENT TYPE (HYDRAPAVE) - REFER CIVIL
PARKING
1
NO
DETAILS SHEET NA251816-0000-C10-0001 FOR DETAILS
.52
0
80 85
8
P2
2.3
2.4 X2.4
PROPOSED STRUCTURAL SLABS
EX
E
4 2
2.5
EX
EX
DEVELOPMENT SITE BOUNDARY
EX
PROPOSED STORMWATER PIPE
1.9
EX
9
PROPOSED SEWER
3
2. 0
B
45
PROPOSED ROOFWATER DRAINAGE PIPE - Ø225 uPVC UNO AT
EX
MIN 0.5%
P2
NEW EXTENSION FFL 2.540 EX
1. 6
.1
EX 079
40
94
TOP OF 150mm SUBBASE P12.50 FINISHED SURFACE LEVEL
2.0
2.
NEW EXTENSION FFL 2.800
66
LAYER 2.350 BE 2.200 SUSPENDED PLATFORM EX12.50 EXISTING SURFACE LEVEL
9
EXISTING SLAB TO REMAIN
.71
OVER CONCRETE SLAB 8 PROPOSED WHEELSTOP - REFER CIVIL DETAILS SHEET
40 .07
P1
EX .1 2 WS
P2 EX KERB TO BE DEMOLISHED NA251816-0000-C10-0003 FOR DETAILS
EX
NEW EXTENSION FFL 2.800
2.5
2. 4 X 2.
42 PROPOSED BOLLARD - REFER CIVIL DETAILS SHEET
EX
P2
43
TOP OF 150mm SUBBASE
72 454
2.5 B
E
2.0
.12
LAYER 2.610 BE 2.460 NA251816-0000-C10-0003 FOR DETAILS
17
1
P
7
EX
EX
7 2.1
2.4 EXISTING SERVICES LEGEND
2. 0
11
18
EX
EX EXISTING STORMWATER DRAINAGE
1.7
1.6
P
06 EXISTING SEWER
81
EXISTING WATER
EXISTING UNDERGROUND ELECTRICAL
EXISTING OVERHEAD ELECTRICAL
EXISTING TELSTRA
EXISTING FENCE
EXISTING BUILDING
61.00 EXISTING CONTOURS - 0.20m INTERVAL
EX
DP
EX .265
51
4
.53
2
2.1
NOTES
2.6
EX
P2
65
17
EX
2.5
2.5
02 1. AREAS TO BE LANDSCAPED IN ACCORDANCE WITH THE LANDSCAPE ARCHITECTS
EX B
DP PLANS.
B 2. GRADE LANDSCAPE AREA AT MAX 1V:3H (UNO).
EX 426 39
EX
34
2.4 3. GRADE LANDSCAPED AREAS TO DRAIN TO SURFACE INLET PITS.
2. .4
30
REFER STRUCTURAL DWGS FOR
2.4
EX EX2
40
2.4
4. REFER TO ARBORIST REPORT FOR TREE EXCLUSIONS ZONES.
EX
FORECOURT PAVEMENT DETAILS
5. GENERAL CARPARK AND INTERNAL LINEMARKING TO ARCHITECTS DETAILS.
EX
6. REFER ELECTRICAL, HYDRAULIC & LANDSCAPE DRAWINGS FOR CONDUIT
08
1.8
1.7
LOCATIONS. PIPEWORK TO BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION.
07
EX
7. TRAFFIC MANAGEMENT PLAN TO BE SUBMITTED AND APPROVED BY THE
SUPERINTENDENT, ACOR AND (COUNCIL) PRIOR TO COMMENCING WORK.
8. REFER TO HYDRAULIC DRAWINGS FOR DETAILS OF PUMPS AND TANKS.
P1
.74
EXISTING TREE TO BE REMOVED
0
STRUCTURE SCHEDULE
STRUCTURE COVER STRUCTURE STRUCTURE
COVER TYPE
TYPE DIM DIMENSIONS NO.
SURFACE INLET CLASS B GALVANISED 600 x 600 PRECAST 1/1 2/1
MILD STEEL GRATE
HINGED TO FRAME
20cm
NOTE
ALL PLASTIC WHEEL STOPS TO BE REPLACED WITH
CONCRETE WHEEL STOPS ACROSS THE SITE.
10cm
\\briproj1\projects\NA25\NA251816\Drawings\CAD\CIV\Drawings\NA251816-0000-C05-0001.dwg
ENGINEER'S CERTIFICATION
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
GENERAL ARRANGEMENT 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 C05-0001 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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