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9307-OPW RFI 1 Civil Plans
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HOLD POINTS & INSPECTIONS: CONCRETE NOTES REINFORCEMENT COVER
GENERAL NOTES
THE FOLLOWING ITEMS DO NOT SUPERSEDE OR LIMIT THE THE CLEAR CONCRETE COVER TO REINFORCEMENT
REQUIREMENTS OF THE LOCAL AND STATE AUTHORITIES GENERAL SHALL BE AS FOLLOWS:- 1. GENERAL
HOLD POINTS OR INSPECTIONS AS NOMINATED IN THE ALL WORKMANSHIP AND MATERIALS SHALL BE IN THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL
APPLICABLE PLANNING SCHEME POLICIES, ACCORDANCE WITH CURRENT EDITIONS OF AS 3600 COMPONENT COVER (mm) U.N.O. OTHER WORKING DRAWINGS AND SPECIFICATIONS AND
CONSTRUCTION SPECIFICATIONS, APPROVAL CONDITIONS "CONCRETE STRUCTURES" EXCEPT AS VARIED BY WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE
CONTRACT DOCUMENTS. SLABS 50mm U.N.O. ISSUED DURING THE COURSE OF CONSTRUCTION. ALL
E.T.C OR DRAWINGS AND OR SPECIFICATION PROVIDED
DISCREPANCIES AND VARIATIONS SHALL BE REFERRED TO
BY THE DESIGN ENGINEER(S). KERB N/A
CONCRETE STRENGTH GRADE FOR PARTICULAR THE ENGINEER BEFORE PROCEEDING WITH THE WORK.
THE FOLLOWING HOLD POINTS AND INSPECTIONS ARE TO ELEMENTS SHALL BE AS NOTED ON THE DRAWINGS. FOOTPATH REFER RS-065 IF IN DOUBT, ASK!
BE CONFIRMED AT THE PRE-START MEETING AND DO NOT FIELD INLETS REFER DS-050 ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE
RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO SIZES OF CONCRETE ELEMENTS DO NOT INCLUDE WORK SHALL BE VERIFIED BEFORE CONSTRUCTION AND
SATISFY THE CERTIFYING ENGINEER OF THE WORKS THICKNESS OF APPLIED FINISHES. ACCESS CHAMBERS REFER DS-010 FABRICATION IS COMMENCED. DIMENSIONS SHALL NOT BE
CONSTRUCTED. OBTAINED BY SCALING STRUCTURAL DRAWINGS.
ACCESS CHAMBER ROOFS REFER RS-065 DURING CONSTRUCTION THE STRUCTURE SHALL BE
THE FACE OF ALL CONCRETE AGAINST WHICH NEW
CONCRETE IS TO BE CAST IS TO BE THOROUGHLY CUSTOM SWD STRUCTURES 50mm U.N.O. MAINTAINED IN A STABLE CONDITION AND NO PART TO BE
FAILURE TO FACILITATE THE ATTENDANCE OF THE OVERSTRESSED
AUTHORITY AND/OR CERTIFYING ENGINEER AT A MECHANICALLY SCABBLED. FULLY EXPOSING THE U.N.O. STANDS FOR 'UNLESS NOTED OTHERWISE'
REQUIRED HOLD POINT MAY RESULT IN THE RELEVANT AGGREGATE MATRIX, UNLESS OTHERWISE NOTED.
WORKS BEING EXCLUDED FROM CERTIFICATION AT REINFORCEMENT BAR LAPS N.S.O.P. STANDS FOR 'NOT SHOWN ON PLAN'
COMPLETION. PROVIDE 2N16 TRIMMER BARS TOP AND BOTTOM TO
1. PAVEMENTS: ALL SLAB PENETRATIONS UNLESS NOTED OTHERWISE U.N.O. BAR LAPS (mm) SHALL BE AS FOLLOWS:- 2. EXPOSURE CLASSIFICATION
1.1. SUBGRADE INSPECTION / PROOF ROLL ON REINFORCEMENT PLANS. BARS TO EXTEND 1000mm CONCRETE ELEMENTS HAVE BEEN DESIGNED FOR THE
MINIMUM PAST EDGE OF PENETRATION. BAR LAPS FOR SLABS FOLLOWING DURABILITY EXPOSURE CLASSIFICATIONS IN
PRIOR TO PLACEMENT OF ANY PAVEMENT
BAR SIZE TOP BAR BOTTOM BAR ACCORDANCE WITH AS 3600:-
GRAVELS, VISUAL INSPECTION OF SURFACE FOR
CONCRETE EXTERNAL: B1
CONFORMANCE TO FINISHED SURFACE PROFILE ALL CONCRETE SHALL COMPLY WITH PERFORMANCE N12 600 500
AND PROOF ROLL REQUIRED. REQUIREMENTS AS NOTED ON THE DRAWINGS. A COPY N16 900 700
IN-SITU CBR AND SUBGRADE COMPACTION OF ALL DELIVERY DOCUMENTS DETAILING QUANTITIES
N20 1200 950
TESTING RESULTS REQUIRED AT TIME OF AND SPECIFICATIONS OF CONCRETE USED ON SITE
INSPECTION. SHALL BE PROVIDED. N24 1550 1200
1.2. PRE-SEAL N28 1950 1500
PRIOR TO PRIME/SEAL APPLICATION, VISUAL
28 DAY COMPRESSIVE STRENGTH:
N32 2300 1800
INSPECTION OF SURFACE FOR CONFORMANCE COMPONENT STRENGTH (f'c)
N36 2700 2100
TO FINISHED SURFACE PROFILE, PROOF ROLL SLABS 32MPa U.N.O.
REQUIRED. KERB 25MPa
COMPACTION TESTING RESULTS, CONFORMANCE NOTE:
FOOTPATH REFER RS-065 MINIMUM LAP FOR ALL FABRIC SHALL BE ONE MESH
SURVEY AND ASPHALT/SEAL DESIGN APPROVAL PLUS 30mm.
REQUIRED AT TIME OF INSPECTION. FIELD INLETS REFER DS-050
1.3. CONCRETE REINFORCING INSPECTION ACCESS CHAMBERS REFER DS-010 PLACING
CBR SUB-BASE MATERIAL IN PLACE WITH ACCESS CHAMBER ROOFS REFER RS-065 ALL CONCRETE IS TO BE MECHANICALLY VIBRATED
FORMWORK, ALL REINFORCING ON CHAIRS AND DURING PLACING.
CUSTOM SWD STRUCTURES 32MPa U.N.O. CONSTRUCTION JOINTS SHALL BE FORMED AND USED
TIES IN PLACE
CONCRETE ATTRIBUTES ONLY WHERE SHOWN ON THE DRAWINGS OR
2. DRAINAGE: SPECIFICALLY APPROVED BY THE ENGINEER.
2.1. 1ST PIPE TRENCH AND BEDDING INSPECTION PARAMETER 'N' CLASS 'S' CLASS
2.2. 1ST PIPE INSTALLED/JOINTED PRIOR TO BACKFILL SURFACE FINISH
56 DAY DRYING
2.3. MANHOLE BASE SLAB REINFORCING REFER AS1379 650µ MEDIAN
SHRINKAGE FORMWORK IS TO BE IN ACCORDANCE WITH AS 3610
PRIOR TO CONCRETE POUR "FORMWORK FOR CONCRETE" UNLESS SPECIFIED
MAXIMUM
2.4. MANHOLE (CAST IN-SITU) WALL PRE-POUR 20mm 20mm OTHERWISE, CONCRETE IS TO BE A CLASS 3 FINISH
AGGREGATE SIZE
BASE SLAB INSTALLED WITH WHERE EXPOSED TO VIEW IN THE FINAL PROJECT AND
SLUMP 80 ± 15mm 80 ± 15mm CLASS 4 ELSEWHERE.
INCOMING/OUTGOING PIPES AND SUBSOIL LINES
IN PLACE. FORMWORK AND REINFORCING CEMENT TYPE REFER AS1379 GP
CURING
INSTALLED. PROJECT TO PROJECT TO
CONTROL ADEQUATE MEASURES SHALL BE TAKEN TO CONTROL
2.5. MANHOLE (CAST IN-SITU) ROOF PRE-POUR AS1379 AS1379 DRYING SHRINKAGE OF CONCRETE DURING
TESTING TYPE
CLAUSE 6.5 CLAUSE 6.5 PLACEMENT, COMPACTION AND FINISHING.
BASE SLAB INSTALLED WITH
INCOMING/OUTGOING PIPES AND SUBSOIL LINES
TYPICAL DETAIL REFERENCED ABOVE ARE FROM THE ACCEPTABLE CURING METHODS ARE PONDING,
IN PLACE. FORMWORK AND REINFORCING ABSORPTIVE COVER, LOW PRESSURE STEAM,
NOOSA SHIRE COUNCIL OR IPWEA STANDARD
INSTALLED. DRAWINGS AVAILABLE ON COUNCIL'S WEBSITE. IMPERMEABLE SHEET MEMBRANE AND CURING
3. WATER AUTHORITY (UNITYWATER) INSPECTIONS: COMPOUNDS AS PER AS3799 (PVA COMPOUNDS ARE
INSPECTIONS ARE TO BE CONFIRMED WITH NOT PERMITTED). CONSULTANT: MPN CONSULTING PTY LTD
UNITYWATER AND CONSTRUCTION CERTIFIER AT
REINFORCEMENT CONTACT: TOBY TAWDE MUSPRATT
PRE-START MEETING. ALL REINFORCEMENT SHALL BE TO CURRENT EDITIONS CONCRETE PLACEMENT AND COMPACTION IS TO BE (RPEQ 24982)
OF AS 4671 U.N.O. COMPLETED WITHIN AN APPROPRIATE TIME. TELEPHONE: (07) 3335 4595
SYMBOLS:- NO WATER IS TO BE ADDED TO CONCRETE MIX ON SITE DATE 30/01/2026
E = DEFORMED RIBBED 500MPa EARTHQUAKE UNLESS APPROVED AND SPECIFIED BY ENGINEER.
DUCTILITY BAR (D500E);
L = DEFORMED RIBBED 500MPa LOW DUCTILITY BAR USE ALIPHATIC ALCOHOL AS SOON AS SCREEDING IS
(D500L); FINISHED AS NECESSARY.
N = DEFORMED RIBBED 500MPa NORMAL DUCTILITY BAR
(D500N); CURING SHALL COMMENCE ONTO SLABS IMMEDIATELY
R = ROUND 250MPa NORMAL DUCTILITY BAR (R250N); AFTER INITIAL SET OF THE CONCRETE OR IMMEDIATELY
THE NUMBER FOLLOWING THE BAR IS THE NOMINAL AFTER REMOVAL OF FORMWORK.
BAR DIAMETER IN MILLIMETRES.
IN WINDY CONDITIONS, WIND BREAKS SHALL BE C 30.01.26 FOR APPROVAL TTM LS
ALL WELDED MESH REINFORCEMENT SHALL BE ERECTED TO SHIELD THE CONCRETE SURFACES B 28.11.25 OPERATIONAL WORKS TTM LS
FABRICATED FROM DEFORMED RIBBED 500MPa BAR DURING AND AFTER PLACEMENT.
(D500) U.N.O. A 14.11.25 FOR COORDINATION TTM SR
CONCRETE PLACEMENT AND CURING PROCEDURES ISSUE DATE AMENDMENT BY APP
REINFORCEMENT SHALL BE BENT COLD IN ARE TO BE SUBMITTED TO THE ENGINEER FOR COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY OR IN
ACCORDANCE WITH AS 3600 EXCEPT WHERE APPROVAL PRIOR TO CONSTRUCTION. PART WITHOUT WRITTEN PERMISSION OF MPN CONSULTING PTY LIMITED 2023 ©
APPROVED BY THE STRUCTURAL ENGINEER.
ABN: 39 062 191 799
STRIPPING
PENETRATION LOCATIONS AND POSITIONS ARE TO BE P: 61 7 3335 4555
SUBMITTED TO THE ENGINEER FOR APPROVAL ON STRIPPING OF FORMS AND REMOVAL OF FORMWORK E: [email protected]
EXISTING STRUCTURAL DRAWINGS. DO NOT CUT SHALL BE IN ACCORDANCE WITH AS 3600 "CONCRETE Level 4, Building 3,
REINFORCEMENT ON SITE TO CLEAR PENETRATIONS. STRUCTURES" CLAUSE 17.6 UNLESS SPECIFICALLY Kings Row Office Park,
APPROVED BY THE ENGINEER. 42 McDougall Street, Milton, QLD, 4064
DISPLACE REINFORCEMENT SLIGHTLY AS NECESSARY
TO CLEAR BLOCK OUTS. CLIENT:
NOT FOR CONSTRUCTION
REINFORCEMENT IS SHOWN DIAGRAMMATIC; IT IS NOT STOCKWELL DEVELOPMENT GROUP PTY LTD
NECESSARILY SHOWN IN TRUE PROJECTION. NOOSA EARLY LEARNING CENTRE
FOR LAPS AND COVERS REFER SCHEDULES ON LOT 4 NOOSA
REINFORCEMENT DRAWINGS. 63-65 HOFMANN DRIVE
NOOSAVILLE, QLD 4566
CONSTRUCTION NOTES
SHEET 2
DESIGN: TTM DRAWN: TTM SCALES: AS SHOWN
CHKD: LS APPRD: TTM DATE: 30.01.2026
mpn JOB DRAWING No. REV
9307 CN.0.03 C
FOR APPROVAL
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