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Response to Information Request · OPW11/0196
REINFORCED CONCRETE NOTES:
60m 2.Om GENERALLY CONCRETE SHALL BE IN ACCORDANCE WI TH AUSTRALIAN STANDARD SPECIFICATIONS
PROPERTY BOUNDARY
DRIVEWAY CROSSING NOTES: AS 3000'SAA CONCRETE STRUCTURES CODE'
I EXISTINGVOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
IN ADDITION TO THE ABOVE CODE THE FOLLOWING AUSTRALIAN STANDARD
2 CONCRETE DRIVEWAY 10 BE 150mm THICK EXCLUDING ANY FINISH TREATMENTS
SPECIFICATIONS AND CODES OR THEIR LATEST REVISION SHALL APPLY
EG STAMPED CONCRETE FINISH.
AS 1012 PTS 1-19 METHODS FOR THE TESTING OF CONCRETE (METRIC UNITS)
3 CONCRETE SURFACE TOLERANCE TO BE ate, OVER 3 METRE SECTIONS. AS 3583 METHODS OF TEST FOR SUPPLEMENTARY CEMENTITIOUS
4 CONCRETE N25 IN ACCORDANCE NTH AS 1379 AND AS 3600- MATERIALS FOR USE WITH PORTLAND CEMENT
5 REINFORCEMENT FABRIC TO AS 1304 50 TOP AND EDGE COVER LAP FABRIC 250 AS 35821 SUPPLEMENTARY CEMENTITIOUS MATERIALS FOR USE WITH PORTLAND
NEW 6 Om WIDE CONIC
DRIVEWAY CROSSOVER 6 APPROVED MATERIALS FOR CONSTRUCTION - CONCRETE OR ASPHALT CEMENT- FLY ASH.
INACCORDANCE WITH 7 EXPANSION JOINTS TO BE 10MM WIDE, FULL DEPTH CLOSED CELL CROSS LINKED AS 1141 METHODS FOR SAMPLING AND TESTING AGGREGATES.
N S C STD DWG No 9002 POLYETHYLENE FOAM (85 - 150 KG/M`) OR COMPRESSED GRANULATED AS 1302 STEEL REINFORCING BARS FOR CONCRETE
CORKBOARD, INSTALLATION TO MANUFACTURESINSTRUCTION AS 1303 HARD DRAWN STEEL REINFORCING WIRE FOR CONCRETE
B ALL DIMENSIONS IN MILLIMETRES EXCEPT PROHIBITED LOCATIONS OF DRIVEWAYS PLAN. AS 1304 HARD DRAWN STEEL WIRE REINFORCING FABRIC FOR CONCRETE
9 FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF CURVE AS 3972 PORTLAND AND BLENDED CEMENTS.
10 ALL SERVICES TO BE LOCATED BY CONTRACTOR ON SITE PRIOR TO AS 1379 READY-MIXED CONCRETE (METRIC UNITS)
CONSTRUCTION ANY DAMAGE TO EXISTING SERVICES TO BE RECTIFIED AT AS 2758 PART1 CONCRETE AGGREGATES
CONTRACTORS EXPENCIF AS 1478, 1479 CODE OF PRACTICE FOR USE OF CHEMICAL ADMIXTURES IN CONCRETE
AS 3610 FORMWORK FOR CONCRETE
DRIVEWAY PLAN
NTS SUPPLY
CONCRETE CROSSOVER DETAILS • ALL CONCRETE IS TO BE SUPPLIED BY A LICENSED READY MIXED CONCRETE MANUFACTURER NO ON SITE
BATCHING IS ACCEPTABLE.
1 • MANUFACTURERS MUST HAVE AN APPROVED AND CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE AND
150mm CONCRETE SLAB (Fc=32MPa), SL82 MESH WITH BE APPROVED BY THE ENGINEER PRIOR TO SUPPLY OF ANY CONCRETE
1000 • ALL MATERIALS. STORAGE, BATCHING. ETC TO CONFORM TO THE REQUIREMENTS OF THE RELEVANT
SAW CUT AND BREAKOUT 40 TOP COVER on COMPACTED WORKING PLATFORM. AUSTRALIAN STANDARDS.
BACK OF BARRIER KERB FALL
DOWEL JOINTS AS SHOWN ON DWG R01 • ALL CONCRETE TO BE NORMAL-CLASS IN ACCORDANCE WITH AS 3600 UNLESS NOTED OTHERWISE.
AND CHANNEL \ • ALL CONCRETE SHALL HAVE A SHRINKAGE STRAIN NOT EXCEEDING 600 MCROSTRAJN
• ALL CONCRETE IS SPECIFIED BY 28 DAY COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE
IL • ALL REINFORCEMENT TO BE SUPPLIED BY A REGISTERED MANUFACTURER WITH AN APPROVED AND
CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE ALL REINFORCEMENT IS TO COMPLY WITH THE
lo. REQUIREMENTS OF AS 1302. AS 1303 AND AS 1304 AS APPLICABLE
• ALL REINFORCEMENT IS TO BE DELIVERED TO SITE FREE FROM OIL GREASE OR OTHER SURFACE
COATINGS WHICH MAY IMPAIR BOND TO CONCRETE
• ALL REINFORCEMENT TO BE 500 MPA MINIMUM YIELD UNLESS NOTED OTHERWISE
DRIVEWAY CROSSOVER INACCORDANCE WITH N S C STD DWG No 9002
CONCRETE FOOTPATH DETAILS FORMWORK
• ALL CONCRETE OTHER THAN CAST AGAINST GROUND SHALL BE PLACED AGAINST TIMBER, PLYWOOD
BARRIER KERB & CHANNEL - BREAKOUT OR STEEL FORMS
SCALE 1 10 (At) 100mm CONCRETE SLAB (Fc=25MPa), SL72 MESH WITH • ALL FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF AS 1509 AND AS 1510
40 TOP & SIDE COVER COMPACTED SUBGRADE (100% • REFER ARCHITECTS DRAWINGS FOR REQUIRED FORMWORK CLASS WHERE APPLICABLE CLASS8
FORMWORK SHALL BE ADOPTED UNLESS NOTED OTHERWISE
STANDARD COMPACTION) • ALL TEMPORARY FORMWORK. FALSEWORK, PROPPING, BRACING. TO BE DESIGNED AND CERTIFIED
BOLSTER JOINTS AT 3m cts, DOWEL JOINTS AT 6m cls & BY A REGISTERED PROFESSIONAL ENGINEER (RPEQ) PRIOR TO ERECTION
EXPANSION JOINTS AT 12m US (MAX) • ALL REINFORCEMENT TO BE SUPPORTED OFF FORMS WITH PLASTIC OR PLASTIC TIPPED WIRE CHAIRS
TO PROVIDE THE ILD COVER. ALL CONCRETE CAST AGAINST GROUND TO BE UNDERLAIN BY
WATERPROOF MEMBRANE
TRANSPORT
• ALL CONCRETE IS TO BE TRANSPORTED TO SITE IN AGITATOR TRUCKS
• CONCRETE NOT PLACED WITHIN ONE HOUR AFTER BATCHING MAY BE REJECTED AT Nil I NGNIER;SDISCRLI ION
TEMPORARY BATTER R16 GALVANISED 125mm DRIVEWAY SLAB SL82
DOWEL SOCKETS TO
DOWELS (600 40 TOP COVER TYPICAL PLACEMENT, COMPACTION AND FINISHING.
MANUFACTURERSSPEC CONCRETE TO BE PLACED IN FORMS BY HORIZONTAL 'CHUTING NO MORE THAN 3M, CONCRETE PUMPING OR
LONG) AT 900 CTS (UIN O) •
OR EQUAL KIBBLING.
SECTION r-1- • UNDER NO CIRCUMSTANCES SHALL CONCRETE BE INDUCED TO FLOW HORIZONTALLY BY USE OF VIBRATORS
SCALE 1 100 (Al) lm - • ALL CONCRETE SHALL BE PLACED CONTINUOUSLY BETWEEN CONSTRUCTION JOINTS AS DETAILED IN SUCH A
11, MANNER AS TO AVOID'COLD JOINTS'. CONSTRUCTION JOINTS SHALL BE LOCATED AS DETAILED ON DRAWINGS OR
AS INSTRUCTED IN WRITING BY THE ENGINEER
• ALL CONCRETE IS TO BE COMPACTED UPON PLACEMENT USING 50mm DIAMETER VIBRATORS.
• 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
2000M
• ADDITIONAL PROTECTIVE MEASURES SUCH AS CHILLED MIX WATER, SHADING PLACEMENT AREAS, WIND BREAKS,
CONCRETE DRIVEWAY DETAILS VISQUEEN ETC MAY BE REQUIRED BY THE ENGINEER IF PLACING CONCRETE DURING UNUSUALLY HOT, DRY OR WINDY
150mm (CBR15) CONDITIONS
WORKING PLATFORM • ALL CONCRETE SLABS SHALL BE STEEL TROWEL FINISHED UNLESS NOTED OTHERWISE
125mm CONCRETE SLAB (Fc=32MPa), SL82 MESH WITH • BROOM FINISHING, WHERE SPECIFIED SHALL BE CARRIED OUT AFTER STEEL TROWEL FINISHING
40 TOP COVER on COMPACTED WORKING PLATFORM. TYPICAL DOWEL CONSTRUCTION JOINT DETAIL. • ALL CONCRETE TO BE ORDERED AND P_AC[D AT 80MM SLUMP UNI ESS NOTED OTHERWISE
• NO WATER TO BE ADDED ON SIT E ;;N!ESS APPROVED BY THE ENGINEER
DOWEL JOINTS AS SHOWN ON DWG R01
TESTING
• ALL CONCRETE TESTING IS TO BE CARRIED OUT BY A NATA REGISTERED LABORATORY.
IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF AS 1012
125 MM SLAB ON GROUND
SLAB ON GROUND • THE FOLLOWING TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS OF THE
SL82 TOP 40 COVER FC = 25 MPA MANUFACTURER'S QUALITY ASSURANCE PROGRAM
SL82 TOP 40 COVER FC = 25 MPA
PROVIDE JOINTS AS SHOWN ON A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY GIVEN DAY (EG
PROVIDE JOINTS AS SHOWN ON PLAN
PLAN COLUMNS, FOOTINGS. ETC)
A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH CONCRETE STRENGTH GRADE CAST ON ANY
GIVEN DAY
A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH 50m' OR PART THERE OF CAST ON A GI EN
DAY FOR EACH STRENGTH GRADE
• ALL SAMPLES ARE TO BE TAKEN FROM THE AGITATOR ON SITE
• IF WATER IS ADDED ON SITE WITH THE ENGINEERS PERMISSION. SAMPLES FOR TESTING SHALL BE TAKEN AFTER
- 150mm (CBR15)
LG^^LCL^I/// THE ADDITION OF WATER
WORKING PLATFORM
CURING:
200 UM 150mm (CBR15) • ALL CONCRETE IS TO BE CURED BY AN APPROVED METHOD FOR A MINIMUM OF 28 DAYS AFTER FINISHING
VISQUEEN WORKING • CURING METHOD IS TO BE APPROVED BY THE ENGINEER PRIOR TO CONCRETE PLACEMENT AND SHALL
200 UM VISQUEEN GENERALLY CONSIST OF ONE OR A COMB NATION OF THE FOLLOWING METHODS
PLATFORM
DRIVEWAY PAVEMENT DETAIL PAVEMENT DETAIL. CONTINUOUS WATER PONDING.
COMPLETE ENCASEMENT IN A WATERPROOF FILM (EG POLYTHENE)
SCALE 110(AI) APPLICATION OF AN APPROVED CURING COMPOUND
NOTE: ONLY DRAWINGS MAARKED'FOR CONSTRUCTION' AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FORCONSTRUCTION PURPOSES Design: 5^ PROJECT DRAWING TITLE
TATEPROFESSIONAL ENGINEERS PTY LTD
Drawn: R DRIVEWAY DE T AILS & NO T ES
FOR APPROVAL Data: AB.N.28 086 262 035
PROPOSED UNIT DEVELOPMENT
T"I E
APRIL 2111
39.45 First Avenue, Moobdaba
or FOR Cos R C'. H PO Box 1092, Mooloolaba, OLD, 4557 ev,uon Steel
T el ( 07^) 54575300F ax(07) 5477610 at LOT 9 SERENITY CLOSE , SETTLERS COVE DRAWING No:
S3 0DD10 B I L9IR 02 B 2 Of 2
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PROFESSIONAL ENGINEERS s
Web: ht1p:/twwate.neLau for C AP E BOU VAR D PTY LTD q i itun .i d , i i.a . n n. u
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