Original source · versioned page text
Attachment 7 - Civil Drawings_LR
Original PDF page 6, section 2. The text section number identifies this passage in the reader.
6.74
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ALL MATERIALS, STORAGE, BATCHING, ETC. TO CONFORM TO THE REQUIREMENTS OF THE RELEVANT
7.34
O/s 3.23
B
B ·
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· SUBGRADE COMPACTED AND TRIMMED PRIOR TO PAVEMENT
S
AUSTRALIAN STANDARDS.
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B
B · COMPLETED PAVEMENT · ALL CONCRETE TO BE NORMAL-CLASS IN ACCORDANCE WITH AS 3600 UNLESS NOTED OTHERWISE.
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B
B
SUBGRADE ALL CONCRETE SHALL HAVE A SHRINKAGE STRAIN NOT EXCEEDING 600 MICROSTRAIN.
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cl 7.49 kl 7.28 ·
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D
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· SUBGRADE SHALL BE OF SOAKED CBR 15 MATERIAL OR BETTER, FREE FROM TOPSOIL, ORGANIC OR OTHER DELETERIOUS · ALL CONCRETE IS SPECIFIED BY 28 DAY COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE.
PRODUCTION
7.21
7.06
B
7.50
B
MATERIAL. · ALL REINFORCEMENT TO BE SUPPLIED BY A REGISTERED MANUFACTURER WITH AN APPROVED AND
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6.94 B
B
CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE. ALL REINFORCEMENT IS TO COMPLY WITH THE
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Lot 274 MCH 4891
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· SUBGRADE SHALL BE COMPACTED TO 98% MDD (AS 1289 E1.1) AND SHALL NOT SHOW MARKED DEFLECTION UNDER 8
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FL 0.00
REQUIREMENTS OF AS 1302, AS 1303 AND AS 1304 AS APPLICABLE.
TONNE AXLE LOAD AT PROOF ROLL.
cl 7.47
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ALL REINFORCEMENT IS TO BE DELIVERED TO SITE FREE FROM OIL, GREASE OR OTHER SURFACE
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Emergency bus park
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il PIT
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B ·
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· ANY SOFT SPOTS SHALL BE EXCAVATED TO COMPETENT MATERIAL AND REPLACED WITH SELECT MATERIAL FROM SITE OR
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COATINGS WHICH MAY IMPAIR BOND TO CONCRETE.
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B6.75
B TYPE 2.5 GRAVEL AT THE ENGINEER'S DIRECTION. · ALL REINFORCEMENT TO BE 500 MPA MINIMUM YIELD UNLESS NOTED OTHERWISE.
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0
· SUBGRADE SHALL BE GRADED TO PROFILES MATCHING FINISHED SURFACE AND ALL AREAS SHALL DRAIN TO SUBSOIL
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FORMWORK:
DRAINS.
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ALL CONCRETE OTHER THAN CAST AGAINST GROUND, SHALL BE PLACED AGAINST TIMBER, PLYWOOD
6.00
kl 7.18 6.75
6.30
6.25
·
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· SUBSEQUENT PAVEMENT LAYERS MUST NOT BE PLACED UNTIL THE ENGINEER HAS APPROVED ALL TEST RESULTS,
6.25
7.22
7.25
S S S S OR STEEL FORMS.
kl 7.11
7.25 -8
MH 7
SL - 2.3
.28 SUCCESSFUL PROOF ROLL HAS BEEN CARRIED OUT AND THE ENGINEER HAS PROVIDED WRITTEN APPROVAL TO PROCEED. · ALL FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF AS 1509 AND AS 1510.
REFER ARCHITECT'S DRAWINGS FOR REQUIRED FORMWORK CLASS WHERE APPLICABLE. CLASS B
00
7. IL
cl 7.25 6.7
5
6.65 ·
TESTING FORMWORK SHALL BE ADOPTED UNLESS NOTED OTHERWISE.
MINIMUM TEST FREQUENCY · ALL TEMPORARY FORMWORK, FALSEWORK, PROPPING, BRACING, TO BE DESIGNED AND CERTIFIED
BY A REGISTERED PROFESSIONAL ENGINEER (RPEQ) PRIOR TO ERECTION.
ALL REINFORCEMENT TO BE SUPPORTED OFF FORMS WITH PLASTIC OR PLASTIC TIPPED WIRE CHAIRS
OVERALL SITE PLAN ELEMENT QUALITY/ CBR COMPACTION INSPECTION
·
TO PROVIDE THE SPECIFIED COVER. ALL CONCRETE CAST AGAINST GROUND TO BE UNDERLAIN BY
SCALE 1:500 A1 WATERPROOF MEMBRANE.
SUBGRADE 1/10,000m2 1/1000m2 PRIOR TO PAVEMENT
GENERAL NOTES: ROADWORKS NOTES: TRANSPORT:
· ALL CONCRETE IS TO BE TRANSPORTED TO SITE IN AGITATOR TRUCKS.
1. NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND 1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH IPWEAQ& · CONCRETE NOT PLACED WITHIN ONE HOUR AFTER BATCHING MAY BE REJECTED AT
SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO THE ENGINEER'S DISCRETION.
NOOSA REGIONAL COUNCIL STANDARDS.
LIAISE WITH THE RELEVANT SERVICE AUTHORITY PRIOR TO PLACEMENT, COMPACTION AND FINISHING:
COMMENCEMENT OF CONSTRUCTION TO DETERMINE THE LOCATION 2. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE · CONCRETE TO BE PLACED IN FORMS BY HORIZONTAL 'CHUTING' NO MORE THAN 3M, CONCRETE
AND LEVEL OF ALL EXISTING SERVICE UTILITIES. THE CONTRACTOR LANDSCAPE ARCHITECT'S DESIGN DRAWINGS. PUMPING OR KIBBLING.
SHALL BEAR THE COST OF ANY DAMAGE TO EXISTING SERVICES. · UNDER NO CIRCUMSTANCES SHALL CONCRETE BE INDUCED TO FLOW HORIZONTALLY BY USE OF
VIBRATORS.
3. SEDIMENTATION CONTROL DEVICES TO BE PROVIDED IN ACCORDANCE
· ALL CONCRETE SHALL BE PLACED CONTINUOUSLY BETWEEN CONSTRUCTION JOINTS AS DETAILED
2. THE CONTRACTOR SHALL OBTAIN ALL AS-CONSTRUCTED SURVEY WITH THE ENVIRONMENTAL MANAGEMENT PLAN, AS SPECIFIED IN IN SUCH A MANNER AS TO AVOID 'COLD JOINTS'. CONSTRUCTION JOINTS SHALL BE LOCATED AS
FOR ROADWORKS, DRAINAGE WORKS, SERVICE CONDUITS ETC. DWGS ESC01 & ESC02 & AS DIRECTED ON SITE BY SUPERINTENDENT. DETAILED ON DRAWINGS OR AS INSTRUCTED IN WRITING BY THE ENGINEER.
PRIOR TO BACKFILLING. ALL SURVEY TO BE CARRIED OUT BY A · ALL CONCRETE IS TO BE COMPACTED UPON PLACEMENT USING 50mm DIAMETER VIBRATORS.
LICENCED SURVEYOR TO THE REQUIREMENTS OF THE SHIRE 4. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DRY · SLABS AND BEAMS ARE TO HAVE A FILM OF APPROVED ALPHATIC ALCOHOL APPLIED TO THE
ENGINEER. DENSITY RATIO (M.D.D.R.) OF 100% STD. SURFACE,
DIRECTLY AFTER SCREEDING, PRIOR TO FLOATING, REGARDLESS OF WEATHER CONDITIONS.
3. SURFACE LEVELS SHOWN ARE INTERPOLATED FROM A SPOT LEVEL 5. ALL CONDUITS TO BE IDENTIFIED BY BRASS PLAQUES ON KERB AND · ADDITIONAL PROTECTIVE MEASURES SUCH AS CHILLED MIX WATER, SHADING PLACEMENT AREAS,
SURVEY, THEREFORE DESIGN LEVELS BASED ON THIS INFORMATION WIND BREAKS, ETC. MAY BE REQUIRED BY THE ENGINEER IF PLACING CONCRETE DURING
CHANNEL AS PER IPWEAQ STANDARD DRAWING R-0160 U.N.O.
UNUSUALLY HOT, DRY OR WINDY CONDITIONS.
MAY BE VARIED BY THE SUPERINTENDENT ON SITE.
· ALL CONCRETE SLABS SHALL BE STEEL TROWEL FINISHED UNLESS NOTED OTHERWISE.
6. WHERE CONCRETE DRIVEWAYS ABUT KERB & CHANNEL, THE · BROOM FINISHING, WHERE SPECIFIED, SHALL BE CARRIED OUT AFTER STEEL TROWEL FINISHING.
CONTRACTOR IS TO CONSTRUCT A COMMERCIAL CROSS-OVER IN · ALL CONCRETE TO BE ORDERED AND PLACED AT 80MM SLUMP UNLESS NOTED OTHERWISE.
ACCORDANCE WITH IPWEAQ STANDARD DRAWING RS-051. · NO WATER TO BE ADDED ON SITE UNLESS APPROVED BY THE ENGINEER.
7. PROVIDE ENERGEX AND TELSTRA CONDUITS UNDER DRIVEWAYS & TESTING:
ALL CONCRETE TESTING IS TO BE CARRIED OUT BY A NATA REGISTERED LABORATORY,
FOOTPATHS (IF REQUIRED). ·
IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF AS 1012.
· THE FOLLOWING TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS
8. CONTRACTOR TO INSTALL 2 No. "HAZARD" SIGNS AT THE END OF OF THE MANUFACTURER'S QUALITY ASSURANCE PROGRAM :
STAGED ROADWORKS. - A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY
GIVEN DAY (EG. COLUMNS, FOOTINGS, ETC)
9. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA - A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH CONCRETE STRENGTH
PROJECTS STANDARD SPECIFICATION. GRADE CAST ON ANY GIVEN DAY.
- A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH 50m³ OR PART THERE OF
CAST ON A GIVEN DAY FOR EACH STRENGTH GRADE.
10. ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS AVAILABLE
· ALL SAMPLES ARE TO BE TAKEN FROM THE AGITATOR, ON SITE.
FOR THE CONTRACTOR VIA COMPUTER MODEL PROVIDED BY ALTA · IF WATER IS ADDED ON SITE, WITH THE ENGINEER'S PERMISSION, SAMPLES FOR TESTING
PROJECTS. HOWEVER, ALTA PROJECTS ACCEPTS NO RESPONSIBILITY SHALL BE TAKEN AFTER THE ADDITION OF WATER.
FOR INCORRECT SETOUT FROM THE DATA PROVIDED. CONTRACTOR
SHOULD CONFIRM THE CORRECT COORDINATES WITH THE SETOUT CURING:
DATA PROVIDED ON THESE DRAWINGS. ALL CONCRETE IS TO BE CURED BY AN APPROVED METHOD FOR A MINIMUM OF 28 DAYS AFTER FINISHING.
· CURING METHOD IS TO BE APPROVED BY THE ENGINEER PRIOR TO CONCRETE PLACEMENT AND SHALL
GENERALLY CONSIST OF ONE OR A COMBINATION OF THE FOLLOWING METHODS :
- CONTINUOUS WATER PONDING.
- COMPLETE ENCASEMENT IN A WATERPROOF FILM (EG. POLYTHENE).
- APPLICATION OF AN APPROVED CURING COMPOUND.
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
PBL PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: PBL ROADWORKS OVERALL SITE PLAN AND See the original
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