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Reference Documents - MCU25/0124
E/OH
N
E/OH
REINFORCED CONCRETE NOTES: TESTING:
GENERALLY, CONCRETE SHALL BE IN ACCORDANCE WITH AUSTRALIAN STANDARD ALL CONCRETE TESTING IS TO BE CARRIED OUT BY A NATA REGISTERED LABORATORY,
\\\ SPECIFICATIONS IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF AS 1012.
THE FOLLOWING TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS
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AS 36OO-1994 "SAA CONCRETE STRUCTURES CODE".
TRAVESTON
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OF THE MANUFACTURER'S QUALITY ASSURANCE PROGRAM :
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IN ADDITION TO THE ABOVE CODE THE FOLLOWING AUSTRALIAN STANDARD
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REFER /R02 FOR CONCRETE
COORAN
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SPECIFICATIONS AND CODES OR THEIR LATEST REVISION SHALL APPLY: • A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY
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DRIVEWAY AND STORMWATER
GIVEN DAY (EG. COLUMNS, FOOTINGS, ETC)
ROAD
E/O
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CULVERT SETOUT DETAILS. AS 1O12 PTS 1-19 METHODS FOR THE TESTING OF CONCRETE (METRIC UNITS)
• A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH CONCRETE STRENGTH
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H
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AS 3583.1,2,3,8 METHODS OF TEST FOR SUPPLEMENTARY CEMENTITIOUS
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MATERIALS FOR USE WITH PORTLAND CEMENT GRADE CAST ON ANY GIVEN DAY.
E/OH
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AS 3582.1 SUPPLEMENTARY CEMENTITIOUS MATERIALS FOR USE • A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH 5OM³ OR PART
THEREOF CAST ON A GIVEN DAY FOR EACH STRENGTH GRADE.
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ALL SAMPLES ARE TO BE TAKEN FROM THE AGITATOR, ON SITE.
TP
AS 1141 METHODS FOR SAMPLING AND TESTING AGGREGATES
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\ 6.7m \\
IF WATER IS ADDED ON SITE, WITH THE ENGINEER'S PERMISSION, SAMPLES FOR TESTING
E/O
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AS 13O2 STEEL REINFORCING BARS FOR CONCRETE
H
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AS 13O3 HARD DRAWN STEEL REINFORCING WIRE FOR CONCRETE SHALL BE TAKEN AFTER THE ADDITION OF WATER.
> > >
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AS 13O4 HARD DRAWN STEEL WIRE REINFORCING FABRIC FOR
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E/OH
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> > > AS 3972 PORTLAND AND BLENDED CEMENTS
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W150
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E/OH E/OH
> > > AS 1379 READY-MIXED CONCRETE (METRIC UNITS) CURING:
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50
E/OH
> AS 2758 CONCRETE AGGREGATES
W1
W10 W150 ALL CONCRETE IS TO BE CURED BY AN APPROVED METHOD FOR A MINIMUM OF 28 DAYS
0
W100 AS 1478, 1479 CODE OF PRACTICE FOR USE OF CHEMICAL ADMIXTURES IN
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E/OH E/OH
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AFTER FINISHING. CURING METHOD IS TO BE APPROVED BY THE ENGINEER PRIOR TO
W10 W150 CONCRETE CONCRETE PLACEMENT AND SHALL GENERALLY CONSIST OF ONE OR A COMBINATION OF THE
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0
E/OH E/OH
AS 361O FORMWORK FOR CONCRETE
E/OH FOLLOWING METHODS :
E/OH 1.0m
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W150
SUPPLY:
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W10
E/OH 0 • CONTINUOUS WATER PONDING.
50
H 3.0m
H
E/ O
W1
E/OH • •
E/O
ALL CONCRETE IS TO BE SUPPLIED BY A LICENSED READY MIXED CONCRETE MANUFACTURER. COMPLETE ENCASEMENT IN A WATERPROOF FILM (EG. POLYTHENE).
00
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E/OH W150
W1
W10
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E/OH 0 • NO ON SITE BATCHING IS ACCEPTABLE. • APPLICATION OF AN APPROVED CURING COMPOUND.
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W1
• MANUFACTURERS MUST HAVE AN APPROVED AND CERTIFIED QUALITY ASSURANCE PROGRAM
IN PLACE AND BE APPROVED BY THE ENGINEER PRIOR TO SUPPLY OF ANY CONCRETE.
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SAWCUT AND REMOVE
• ALL MATERIALS, STORAGE, BATCHING, ETC TO CONFORM TO THE REQUIREMENTS
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50
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REDUNDANT CONCRETE
W1
OF THE RELEVANT AUSTRALIAN STANDARDS.
FOOTPATH.
H
00
•
E/O
ALL CONCRETE TO BE NORMAL-CLASS IN ACCORDANCE WITH AS 3600 UNLESS NOTED OTHERWISE.
W1
• ALL CONCRETE SHALL HAVE A SHRINKAGE STRAIN NOT EXCEEDING 600 MICROSTRAIN.
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• ALL CONCRETE IS SPECIFIED BY 28 DAY COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE.
• ALL REINFORCEMENT TO BE SUPPLIED BY A REGISTERED MANUFACTURER WITH AN APPROVED AND
50
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CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE. ALL REINFORCEMENT IS TO COMPLY WITH THE
W1
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EXISTING LOT 1 REQUIREMENTS OF AS 1302, AS 1303 AND AS 1304 AS APPLICABLE.
H
00
CONCRETE DRIVEWAY. •
E/O
DRAFT
ALL REINFORCEMENT IS TO BE DELIVERED TO SITE FREE FROM OIL, GREASE OR OTHER SURFACE
W1
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COATINGS WHICH MAY IMPAIR BOND TO CONCRETE.
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• ALL REINFORCEMENT TO BE 500 MPA MINIMUM YIELD UNLESS NOTED OTHERWISE.
1
50
FORMWORK:
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W1
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RP35050 • ALL CONCRETE OTHER THAN CAST AGAINST GROUND, SHALL BE PLACED AGAINST TIMBER, PLYWOOD
00
W1
OR STEEL FORMS.
(1,011m²)
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•
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ALL FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF AS 15O9 AND AS 151O.
2 • REFER ARCHITECT'S DRAWINGS FOR REQUIRED FORMWORK CLASS WHERE APPLICABLE. CLASS B
FORMWORK SHALL BE ADOPTED UNLESS NOTED OTHERWISE.
50
RP35050
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W1
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• ALL TEMPORARY FORMWORK, FALSEWORK, PROPPING, BRACING, TO BE DESIGNED AND CERTIFIED
(1,012m²) BY A REGISTERED PROFESSIONAL ENGINEER (RPEQ) PRIOR TO ERECTION.
00
REFERENCE DOCUMENT
W1
• ALL REINFORCEMENT TO BE SUPPORTED OFF FORMS WITH PLASTIC OR PLASTIC TIPPED WIRE
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CHAIRS TO PROVIDE THE SPECIFIED COVER. ALL CONCRETE CAST AGAINST GROUND TO BE MCU25/0124
UNDERLAIN BY WATERPROOF MEMBRANE. NOOSA COUNCIL
3 DECEMBER 2025
50
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W1
TRANSPORT :
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ALL CONCRETE IS TO BE TRANSPORTED TO SITE IN AGITATOR TRUCKS.
00
W1
CONCRETE NOT PLACED WITHIN ONE HOUR AFTER BATCHING MAY BE REJECTED AT THE
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ENGINEER'S DISCRETION.
50
PLACEMENT, COMPACTION AND FINISHING :
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W1
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• CONCRETE TO BE PLACED IN FORMS BY HORIZONTAL 'CHUTING' NO MORE THAN 3M³, CONCRETE
00
LEGEND
W1
PUMPING OR KIBBLING. UNDER NO CIRCUMSTANCES SHALL CONCRETE BE INDUCED TO FLOW
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HORIZONTALLY BY USE OF VIBRATORS.
• ALL CONCRETE SHALL BE PLACED CONTINUOUSLY BETWEEN CONSTRUCTION JOINTS AS DETAILED,
PROPOSED CONCRETE DRIVEWAY
IN SUCH A MANNER AS TO AVOID 'COLD JOINTS'. CONSTRUCTION JOINTS SHALL BE LOCATED AS
50
E/OH
W1
DETAILED ON DRAWINGS OR AS INSTRUCTED IN WRITING BY THE ENGINEER. \\\\\ \\\\\
EXISTING BITUMEN ROAD EDGE
• ALL CONCRETE IS TO BE COMPACTED UPON PLACEMENT USING 5OMM DIAMETER VIBRATORS.
> > >
00
EXISTING ROADSIDE TABLE DRAIN
W1
• SLABS AND BEAMS ARE TO HAVE A FILM OF APPROVED ALPHATIC ALCOHOL APPLIED TO THE SURFACE,
DIRECTLY AFTER SCREEDING, PRIOR TO FLOATING, REGARDLESS OF WEATHER CONDITIONS. EXISTING STORMWATER NETWORK
• ADDITIONAL PROTECTIVE MEASURES SUCH AS CHILLED MIX WATER, SHADING PLACEMENT AREAS, E/OH EXISTING OVER-HEAD ELECTRICAL RETICULATION
WIND BREAKS, ETC MAY BE REQUIRED BY THE ENGINEER IF PLACING CONCRETE DURING W100 EXISTING DN100 WATERMAIN
UNUSUALLY HOT, DRY OR WINDY CONDITIONS. W150 EXISTING DN150 WATERMAIN
• ALL CONCRETE SLABS SHALL BE STEEL TROWEL FINISHED UNLESS NOTED OTHERWISE.
00
W1
• BROOM FINISHING, WHERE SPECIFIED, SHALL BE CARRIED OUT AFTER STEEL TROWEL FINISHING.
• ALL CONCRETE TO BE ORDERED AND PLACED AT 8OMM SLUMP UNLESS NOTED OTHERWISE. 0 4 8 12 16 20m
• NO WATER TO BE ADDED ON SITE UNLESS APPROVED BY THE ENGINEER.
SCALE 1:200 A1, 1:400 A3
REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
P 07 5443 4443
PROPOSED RESIDENTIAL DRIVEWAY ROADWORKS LAYOUT PLAN
E [email protected] ................ ................ at 52 KING STREET, COORAN CONSULTING
CHECKED DIRECTOR APPROVAL
W walsheng.net.au
RPEQ - 4665 for JO-ANNE MAREE
CONSULTING A 15/72 Wises Road, Maroochydore Q 4558
PO Box 5512, Maroochydore BC Q 4558
A.B.N. 39 611 482 716 FOR APPROVAL C DRAWING No: C6595/25/R01 REVISION:
NOT FOR CONSTRUCTION
FILENAME : C6595-25-R01.dwg - DATE : 1/9/25 - 3:52pm A1 Sheet Size Design: MSG Drawn: MSG Date: SEPT 2025 COUNCIL REFERENCE: SHEET: 1 of 2
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