Development Application - Part 3 of 3 - Plans · OPW11/0177

                                                                                                                                                                                                                                                                                                   REINFORCED CONCRETE NOTES:
                                                                                                                                                                                                                                                                                                   GENERALLY, CONCRETE SHALL BE IN ACCORDANCE WITH AUSTRALIAN STANDARD SPECIFICATIONS
                                                                                                                                                                                            DRIVEWAY CROSSING NOTES:                                                                               AS 3600'SAA CONCRETE STRUCTURES CODE'.
                                                                                                                                                                                       1    EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
                                                                                                                                                                                       2.   CONCRETE DRIVEWAY TO BE 150mm THICK EXCLUDING ANY FINISH TREATMENTS                                    IN ADDITION TO THE ABOVE CODE THE FOLLOWING AUSTRALIAN STANDARD
                                                                                                                                                                                                                                                                                                   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        , OVER 3 METRE SECTIONS.                                        AS 3583 1,23.8        METHODS OF TEST FOR SUPPLEMENTARY CEMENTITIOUS
                                                                                                                                                                                       4.  CONCRETE N25 IN ACCORDANCE WITH 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 60• WICF CONC                                                                                                       6.  APPROVED MATERIALS FOR CONSTRUCTION '-CONCRETE OR ASPHALT,
                                                               DRIVEWAY CROSSOVER                                                                                                                                                                                                                                        CEMENT- FLY ASH.
                                                                                                                                                                                       7-  EXPANSION JOINTS TO BE 10MM WIDE, FULL DEPTH CLOSED CELL CROSS LINKED
                                                             INACCOROANCE WITH N S C                                                                                                                                                                                                               AS 1141               METHODS FOR SAMPLING AND TESTING AGGREGATES.
                                                                 SID DWG No 9002                                                                                                           POLYETHYLENE FOAM (85-150 KG/AP) OR COMPRESSED GRANULATED
                                                                                                                                                                                                                                                                                                   AS 1302               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.
                                                                                                                                                                                                                                                                                                   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                                                               PART 1 CONCRETE AGGREGATES
                                                                                                                                                                                                                                                                                                   AS 2758
                                                                                                                                                                                           CONTRACTORS EXPENCE.
                                                                                                                                                                                                                                                                                                   AS 1478, 1479         CODE OF PRACTICE FOR USE OF CHEMICAL ADMIXTURES IN CONCRETE
                                                                                                                                                                                                                                                                                                   AS 3610               FORMWORK FOR CONCRETE.
                                                    DRIVEWAY PLAN
                                                    N.T S.                                                                                                                                                                                                                                         SUPPLY:
                                                                                                                                                                                               CONCRETE CROSSOVER DETAILS                                                                      •   ALL CONCRETE IS TO BE SUPPLIED BY A LICENSED READY MIXED CONCRETE MANUFACTURER. NOON SITE
                                                                                                                                                                                                                                                                                                   BATCHING IS ACCEPTABLE.
                                                                                                                                                                                                                                                                                               •   MANUFACTURERS MUST HAVE AN APPROVED AND CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE AND
                                                                                   1000                                                                                                         150mm 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
                                                                                                                                                                                                40 TOP COVER on COMPACTED WORKING PLATFORM.                                                        AUSTRALIAN STANDARDS.
                 BACK OF BARRIER KERB                                                                                                                                                           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 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
                                                                                                                                                                                                                                                                                                   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
                                            1500.001 I
                                                                                                                                                                                                                                                                                                   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:
                                 BARRIER KERB & CHANNEL - BREAKOUT                                                                                                                                                                                                                             •   ALL CONCRETE OTHER THAN CAST AGAINST GROUND, SHALL BE PLACED AGAINST TIMBER PLYWOOD
                                                                                                                                                                                                                                                                                                   OR STEEL FORMS.
                                 SCALE 1:10 (Al)                                                                                                                                                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 ARCHITECT'S DRAWINGS FOR REQUIRED FORMWORK CLASS WHERE APPLICABLE CLASS B
                                                                                                                                                                                                                                                                                                   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 cts &                                                  BY A REGISTERED PROFESSIONAL ENGINEER (RPEQ) PRIOR TO ERECTION.
                                                                                                                                                                                                EXPANSION JOINTS AT 12m cts (MAX)                                                              •   ALL REINFORCEMENT TO BE SUPPORTED OFF FORMS WITH PLASTIC OR PLASTIC TIPPED WIRE CHAIRS
                                                                                                                                                                                                                                                                                                   TO PROVIDE THE SPECIFIED COVER. ALL CONCRETE CAST AGAINST GROUND TO BE UNDERLAIN BY
                                                                                                                                                                                                                                                                                                   WATERPROOF MEMBRANE

                                                                                                                                                                                                                                                                                                   TRANSPORT:
                                   4.5m                                                                                                                                                                                                                                                        •   ALL CONCRETE IS TO BE TRANSPORTED TO SITE IN AGITATOR TRUCKS
                                                              4.6m                            6.7m                      2m                                           14.1m                                                                          13.8m
                                                                                                                                                                                                                                                                                               •   CONCRETE NOT PLACED WITHIN ONE HOUR AFTER BATCHINGMAYBE REJECTED A'Tr,L NGIMELFSCiSCRETION.
                                      3.5m                    2.5%                             3%                       8%                                       165%(I n60)
                                  20% (1 in 50)                                                                     (1 in 12.5)
                                                                                                                                                                                                                                                                                                   PLACEMENT, COMPACTION AND FINISHING:
                                                                                                                                                                                                                                                                                               •   CONCRETE TO BE PLACED IN FORMS BY HORIZONTAL'CHUTING' NO MORE THAN 3M, CONCRETE PUMPING OR
              1Y00                                                                                                                                                                                                                                                           EVEL 1 RL 21.50       KIBBLING.
                                                                                                                                                                                             RL 21.10                                                                                          •   UNDER NO CIRCUMSTANCES SHALL CONCRETE BE INDUCED TO FLOW HORIZONTALLY BY USE OF VIBRATORS.
                                                                                                                                                                                                                                                                                               •   ALL CONCRETE SHALL BE PLACED CONTINUOUSLY BETWEEN CONSTRUCTION JOINTS AS DETAILED IN SUCH A
                                                                                                                                                                                                                                                                                                   MANNER AS TO AVOID'COLD JOINTS'. CONSTRUCTION JOINTS SHALL BE LOCATED AS DETAILED ON DRAWINGS OR
                                                                                          FOX ENVIRO BPT600 OIDGREASE                                                                                                                                                                              AS INSTRUCTED IN WRITING BY THE ENGINEER
                                                                                          ARRESTOR SL 20.82 IL 20.10. REFER                                                                                                                                                                    •   ALL CONCRETE IS TO BE COMPACTED UPON PLACEMENT USING 50mm DIAMETER VIBRATORS.
                                                                                          DWG D02 FOR DETAILS.                                                                                                                                                                                 •   SLABS AND BEAMS ARE TO HAVE A FILM OF APPROVED ALPHATIC ALCOHOL APPLIED TO THE SURFACE, DIRECTLY
                                                                                                                                                                                                                                                                          BA EMENT 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
                                                                                                                                                                                                                                                                                               •   ALL CONCRETE SLABS SHALL BE STEEL TROWEL FINISHED UNLESS NOTED OTHERWISE.
                  125mm CONCRETE SLAB (Fc=32MPa), SL82 MESH WITH                                                                                   SCALE 1100 (Al)                                                                                                                             •   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.
                                                                                                                                                                                                                                                                                               •   NO WATER TO BE ADDED ON SITE UNLESS 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.
                                                             SLAB ON GROUND                                                                                                                                                                                                                        THE FOLLOWING TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS OF THE
                                                             SL82 TOP 40 COVER PC = 25 MPA                                                                                                                     6.1m MIN.                                                                            MANUFACTURER'S QUALITY ASSURANCE PROGRAM.
                                                                                                                                                                                                                                              RETAINING WALLS TO
                                                             PROVIDE JOINTS AS SHOWN ON PLAN                                                                                                                                                                                                         A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY GIVEN DAY (EG.
                                                                                                                                                                                              0.3m             5.5m MIN.               0,3m   STRUCTURAL ENG. DETAILS.                               COLUMNS, FOOTINGS, ETC)
                                                                                                                                                                                                                                It p          (BUILDING WORKS)                                       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 GIVEN
                                                                                                                                                                                                                                                                                                     DAY FOR EACH STRENGTH GRADE.
                                                                                                                                                                                                                                                                                               •   ALL SAMPLES ARE TO BE TAKEN FROM THE AGITATOR, ON SITE
                                                                                                                                                                        TEMPORARY BATTER
                     53                                                                         150mm (CBR15)                                                                                                                                                                                  •   IF WATER IS ADDED ON SITE, WITH THE ENGINEER'S PERMISSION, SAMPLES FOR TESTING SHALL BE TAKEN AFTER
                                                                                                WORKING PLATFORM                                                                                                                                                                                    THE ADDITION OF WATER.

                                                                                                                                                                                                                                                                                                   CURING:
                                                                                                                                                                                                          SECTION
                                                                                                                                                                                                                                                                                               •   ALL CONCRETE IS TO BE CURED BY AN APPROVED METHOD FOR A MINIMUM OF 28 DAYS AFTER FINISHING.
                                                                                                                                                                                                            CALE 1100 (Al)
                                                                                                                                                                                                                      (A1)   ^m                                                                •   CURING METHOD IS TO BE APPROVED BY THE ENGINEER PRIOR TO CONCRETE PLACEMENT AND SHALL
                                                             200 UM VISQUEEN
                                                                                                                                                                                                                                                                                               •   GENERALLY CONSIST OF ONE OR A COMBINATION OF THE FOLLOWING METHODS.
                                                                                                                                                                                                                                                                                                     CONTINUOUS WATER PONDING
                      DRIVEWAY PAVEMENT DETAIL                                                                                                                                                                                                                                                       COMPLETE ENCASEMENT IN A WATERPROOF FILM (EG. POLYTHENE).
                          SCALE 1:10 (Al)                                                                                                                                                                                                                                                            APPLICATION OF AN APPROVED CURING COMPOUND



NOTE: ONLY DRAWINGS MEOWED 'FORCONSTRUCTNkfANDBEARINGANORIGNALSIG ATURESKNLBEUSEDFORCONSTRUCTIONPURPOSES.                         Design: SH                                                                                                                PROJECT                                                                 DRAWING TITLE:
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                                                                                                                                                                                                                    A.B.N. 28086262035                                                                                              DRIVEWAY DETAILS &NOTES
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