Approved Plans · OPW11/0177

2.0m 6.0m 2.0 REINFORCED CONCRETE NOTES:
eo an GENERALLY, CONCRETE SHALL BE IN ACCORDANCE WITH AUSTRALIAN STANDARD SPECIFICATIONS

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 
     

UNDARY DRIVEWAY CROSSING NOTES: ‘AS 3600 "SAA CONCRETE STRUCTURES CODE".
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-! EG TAGES CONCRETE FINS SPECIFICATIONS AND CODES OR THEIR LATEST REVISION SHALL APPLY:
8 : : AS 1012 PTS 1-19 METHODS FOR THE TESTING OF CONCRETE (METRIC UNITS),
= 3. CONCRETE SURFACE TOLERANCE TO BE ‘fim, OVER 3 METRE SECTIONS. AS 3583.1,2,3,8 METHODS OF TEST FOR SUPPLEMENTARY CEMENTITIOUS.
= 4, CONCRETE N25 IN ACCORDANCE WITH AS 1379 AND AS 3600. MATERIALS FOR USE WITH PORTLAND CEMENT.
ei 5. REINFORCEMENT FABRIC TO AS 1304, 50 TOP AND EDGE COVER, LAP FABRIC 250. 8 ITIOUS MATERIALS FOR US! 7
NEW 6.0m WIDE CONC. a 6. APPROVED MATERIALS FOR CONSTRUCTION :- CONCRETE OR ASPHALT. ween ea PeMENIITICES MSIE
pi NEtAY SROGRONER 18 7. EXPANSION JOINTS TO BE 10MM WIDE, FULL DEPTH CLOSED CELL CROSS LINKED wera METHODS FOR SAMPLING AND TESTING AGGREGATES
SOON ee a] = POLYETHYLENE FOAM (85 - 150 KGIM* ) OR COMPRESSED GRANULATED 5 1300 STEEL REINFORCING BARS FOR CONCRETE :
CORKBOARD, INSTALLATION TO MANUFACTURES’ INSTRUCTION. AS 1303 HARD DRAWN STEEL REINFORCING WIRE FOR CONCRETE.
8. ALL DIMENSIONS IN MILLIMETRES EXCEPT PROHIBITED LOCATIONS OF DRIVEWAYS PLAN. AB 1308 HARD DRAWN STEEL WIRE REINFORCING FABRIC FOR CONCRETE.
._ FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF CURVE. 83072 PORTLAND AND BLENDED CEMENTS
10. ALL SERVICES TO BE LOCATED BY CONTRACTOR ON SITE PRIOR TO 48 1379 READY.MIXED CONCRETE (METRIC UNITS)
CONSTRUCTION. ANY DAMAGE TO EXISTING SERVICES TO BE RECTIFIED AT pee PART 1 CONCRETE AGGREGATES.
CONTRACTORS EXPENCE. AS 1478, 1479 CODE OF PRACTICE FOR USE OF CHEMICAL ADMIXTURES IN CONCRETE.
DRIVEWAY PLAN AS 3610 FORMWORK FOR CONCRETE.
NTS. SUPPLY:
CONCRETE CROSSOVER DETAILS © ALL CONCRETE IS TO BE SUPPLIED BY A LICENSED READY MIXED CONCRETE MANUFACTURER. NO ON SITE
BATCHING IS ACCEPTABLE.
* © MANUFACTURERS MUST HAVE AN APPROVED AND CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE AND
4000 450mm CONCRETE SLAB (Fc=32MPa), SL82 MESH WITH BE APPROVED BY THE ENGINEER PRIOR TO SUPPLY OF ANY CONCRETE.
: ALL MATERIALS, STORAGE, BATCHING, ETC. TO CONFORM TO THE REQUIREMENTS OF THE RELEVANT
SANICUT AND BREAKOUT 40 TOP COVER on COMPACTED WORKING PLATFORM. ° AUSTRALIAN STANDARDS.
the oie KERB DOWEL JOINTS AS SHOWN ON DWG R01. ALL CONCRETE TO BE NORMAL-CLASS IN ACCORDANCE WITH AS 3600 UNLESS NOTED OTHERWISE.

ALL CONCRETE SHALL HAVE A SHRINKAGE STRAIN NOT EXCEEDING 600 MICROSTRAIN..
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
CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE. ALL REINFORCEMENT IS TO COMPLY WITH THE
la x REQUIREMENTS OF AS 1302, AS 1303 AND AS 1304 AS APPLICABLE.
1500.001 1 ~ SL82 MIN, FABRIC @ ALL REINFORCEMENT IS TO BE DELIVERED TO SITE FREE FROM OIL, GREASE OR OTHER SURFACE
‘500.001 1_| COATINGS WHICH MAY IMPAIR BOND TO CONCRETE.

| @ ALLREINFORCEMENT TO BE 500 MPA MINIMUM YIELD UNLESS NOTED OTHERWISE.
DRIVEWAY CROSSOVER INACCORDANCE WITH N.S.C. STO DWG No. 9002 POneRere ores eee FORMWORK:

BARRIER KERB & CHANNEL - BREAKOUT © ALL CONCRETE OTHER THAN CAST AGAINST GROUND, SHALL BE PLACED AGAINST TIMBER, PLYWOOD
OR STEEL FORMS.

SCALE 1:10 (A1) 100mm CONCRETE SLAB (Fc=25MPa), SL72 MESH WITH ALL FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF AS 1509 AND AS 1810.
40 TOP & SIDE COVER COMPACTED SUBGRADE (100% REFER ARCHITECT'S DRAWINGS FOR REQUIRED FORMWORK CLASS WHERE APPLICABLE. CLASS B
STANDARD COMPACTION FORMWORK SHALL BE ADOPTED UNLESS NOTED OTHERWISE.

) © ALL TEMPORARY FORMWORK, FALSEWORK, PROPPING, BRACING, TO BE DESIGNED AND CERTIFIED
BOLSTER JOINTS AT 3m cts, DOWEL JOINTS AT 6m cts & BY A REGISTERED PROFESSIONAL ENGINEER (RPEQ) PRIOR TO ERECTION.

ALL REINFORCEMENT TO BE SUPPORTED OFF FORMS WITH PLASTIC OR PLASTIC TIPPED WIRE CHAIRS

EXPANSION JOINTS ATs1Zm.cis (MAX) TO PROVIDE THE SPECIFIED COVER. ALL CONCRETE CAST AGAINST GROUND TO BE UNDERLAIN BY
WATERPROOF MEMBRANE.

TRANSPORT:
4.5m | e ALLCONCRETE IS TO BE TRANSPORTED TO SITE IN AGITATOR TRUCKS.
aan oon 7 nie ; neat an * 43.6m © CONCRETE NOT PLACED WITHIN ONE HOUR AFTER BATCHING MAY BE REJECTED AT THE ENGINEER'S DISCRETION.

ea daa (rin t28) cena PLACEMENT, COMPACTION AND FINISHING:
«CONCRETE TO BE PLACED IN FORMS BY HORIZONTAL CHUTING’ NO MORE THAN 3M, CONCRETE PUMPING OR
EVEL 1 RL 21.50 KIBBLING,
© UNDER NO CIRCUMSTANCES SHALL CONCRETE BE INDUCED TO FLOW HORIZONTALLY BY USE OF VIBRATORS.
© ALLCONCRETE SHALL BE PLACED CONTINUOUSLY BETWEEN CONSTRUCTION JOINTS AS DETAILED IN SUCH A
LI 5 MANNER AS TO AVOID 'COLD JOINTS”. CONSTRUCTION JOINTS SHALL BE LOCATED AS DETAILED ON DRAWINGS OR
—— Fx ENVIRO BPT600 OILIGREASE qj AS INSTRUCTED IN WRITING BY THE ENGINEER.
ARRESTOR SL 20.82 IL 20.10, REFER & |e © ALL CONCRETE IS TO BE COMPACTED UPON PLACEMENT USING SOmm DIAMETER VIBRATORS.
DWG DO2 FOR DETAILS. 8 ie © SLABS AND BEAMS ARE TO HAVE A FILM OF APPROVED ALPHATIC ALCOHOL APPLIED TO THE SURFACE, DIRECTLY
BASEMENT RL 18.00 AFTER SCREEDING, PRIOR TO FLOATING, REGARDLESS OF WEATHER CONDITIONS.
© ADDITIONAL PROTECTIVE MEASURES SUCH AS CHILLED MIX WATER, SHADING PLACEMENT AREAS, WIND BREAKS,
CONCRETE DRIVEWAY DETAILS: ETC. MAY BE REQUIRED BY THE ENGINEER IF PLACING CONCRETE DURING UNUSUALLY HOT, DRY OR WINDY
DRIVEWAY PROFILE CONDITIONS.
oa ALL CONCRETE SLABS SHALL BE STEEL TROWEL FINISHED UNLESS NOTED OTHERWISE.
125mm CONCRETE SLAB (Fe=32MPa), SL82 MESH WITH SCALEAV100(A)) BROOM FINISHING, WHERE SPECIFIED, SHALL BE CARRIED OUT AFTER STEEL TROWEL FINISHING.
40 TOP COVER on COMPACTED WORKING PLATFORM. ALL CONCRETE TO BE ORDERED AND PLACED AT 80MM SLUMP UNLESS NOTED OTHERWISE.
DOWEL JOINTS AS SHOWN ON DWG ROI. NO WATER TO BE ADDED ON SITE UNLESS APPROVED BY THE ENGINEER.

TESTING:
« ALL CONCRETE TESTING IS TO BE CARRIED OUT BY ANATA REGISTERED LABORATORY,
IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF AS 1012.

 

   

 

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SLAB ON GROUND © THE FOLLOWING TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS OF THE
SL82 TOP 40 COVER F'C = 25 MPA 6.1m MIN RETAINING WALLS TO MANUFACTURER'S QUALITY ASSURANCE PROGRAM :
PROVIDE JOINTS AS SHOWN ON PLAN : : STRUCTURAL ENG: DETAILS - AMINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY GIVEN DAY (EG
0am, 5.5m MIN. | 0.3m LENG. COLUMNS, FOOTINGS, ETC)
| | (BUILDING WORKS) - AMINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH CONCRETE STRENGTH GRADE CAST ON ANY
ex _ . GIVEN DAY.
z |
8 ‘ INSHINE = AMINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH S0m? OR PART THERE OF CAST ON A GIVEN
s S&S << SUNSHII DAY FOR EACH STRENGTH GRADE.
j ALL SAMPLES ARE TO BE TAKEN FROM THE AGITATOR, ON SITE.
8 450mm (CBRI5) TEMPORARY BATTER TEMPORARYBATIER: 2S £2 | i a If WATER IS ADDED ON SITE, WITH THE ENGINEER'S PERMISSION, SAMPLES FOR TESTING SHALL BE TAKEN AFTER
. IE ADDITION OF WATER.
WORKING PLATFORM
OPW 1101 ] ALICE: 9Nn4 URING:
| SECTION (7) AUG 2011 © ALL CONCRETE IS TO BE CURED BY AN APPROVED METHOD FOR A MINIMUM OF 28 DAYS AFTER FINISHING.
200 UM VISQUEEN SCALE T1001) \nor/ © GURING METHOD IS TO BE APPROVED BY THE ENGINEER PRIOR TO CONCRETE PLACEMENT AND SHALL
on Sam GENERALLY CONSIST OF ONE OR A COMBINATION OF THE FOLLOWING METHODS :
~ nnnnnnnnned.” CONTINUOUS WATER PONDING.
DRIVEWAY PAVEMENT DETAIL - COMPLETE ENCASEMENT IN A WATERPROOF FILM (EG. POLYTHENE).
SCALE 1:10 (A1) - APPLICATION OF AN APPROVED CURING COMPOUND.
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION” AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. || Design: si ‘TATE PROFESSIONAL ENGINEERS PTY LTD | PROYECT: DRAWING TITLE:
Drawn: JR DRIVEWAY DETAILS & NOTES
‘ A.B. 28 086 262 035
FOR APPROVAL] "bet iar ABN 20% 22005 ||| | PROPOSED UNIT DEVELOPMENT _
PO Box 1092, , QLD, heat
Shedd ‘rel (07) 5487 3000 Fa (ar) 5477 6100} at LOT 5 SERENITY CLOSE DRAWINGS: 94090/08/L5-6/RO2 3" —
Pies Email: [email protected] © This plan is Copyright Other than for the purposes of and subject to the conditions prescribed under the
§ [See Susowraaooan Bf Po “ii cet it oe PROFESSIONAL ENGINEERS wet: htpsimwiatenctau for CAPE BOUVARD PTY LTD a a ce a eg eee are
Rev | DATE DESCRIPTION sy | cHKD Reea- 4784 At SHEET SIZE TLEWIE SODUSLSEROOGG OME BAT Seon Pe Reon Rea taai we cieeha Wamkamel gers