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NA251816_Opw_Drawings · OPW26/0105
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.
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