Council archive · source document
Development Application Part 2 of 2 - Plans 7 Banksia Avenue Noosa Heads · OPW10/2120
Plans and drawings: the text below has words only, no drawings.
PROPOSED DEVELOPMENT
7 BANKSIA AVENUE
NOOSA HEADS
COORDINATION NOTES
1. REFER ARCHITECT'S DRAWINGS FOR BUILDING AND CARPARK SETOUT.
2. REFER HYDRAULICS CONSULTANT'S DRAWINGS FOR DOWNPIPE CONNECTIONS AND INTERNAL SEWER
RETICULATION.
3. REFER ELECTRICAL CONSULTANT'S DRAWINGS FOR ELECTRICAL RETICULATION LAYOUT.
4. REFER LANDSCAPE ARCHITECT'S DRAWINGS FOR LANDSCAPE AND SOIL STABILISATION DETAILS.
S. CONTRACTOR TO CONDUCT A DIAL BEFORE YOU DIG SEARCH PRIOR TO COMMENCEMENT OF WORKS
ON SITE TO CONFIRM THE LOCATION OF ALL EXISTING SERVICES. ENGINEER TO BE CONTACTED OF
ANY CONFLICTS FOR RESOLUTION.
CONCRETE NOTES
1. ALL CONCRETE SUPPLY AND WORK SHALL MEET THE REQUIREMENTS OF AS3600.
2. CONCRETE STRENGTH GRADE SHALL BE 532. TENSILE STRENGTH SHALL BE 4.5 MPG AT 90 DAYS.
3. CONCRETE SLUMP SHALL BE 80 mm ./- 15 mm TAT POINT Of OISCHARGEI.
4. NO ADMIXTURES TO THE CONCRETE SHALL BE PERMITTED WITHOUT THE PRIOR APPROVAL OF THE
SUPERINTENDENT.
S. COMPLIANCE OF CONCRETE SUPPLY AND TESTING SHALL BE IN ACCORDANCE WITH THE
REQUIREMENTS OF SECTION 20. AS3600.
6. CONCRETE SURFACE SHALL BE BROOM FINISHED.
7. CONCRETE SHALL NOT BE PLACED WHEN HOT DRY WIND CONDITIONS PREVAIL.
8. CONCRETE PLACED IN TEMPERATURES ABOVE 25'C SHALL IMMEDIATELY AFTER PLACEMENT BE
COATED WITH AN EVAPORATION RETARDANT AND/OR CURING OIL AS APPROVED.
9. CONCRETE PAVEMENTS SHALL BE JOINTED AS DETAILED ON THE DRAWINGS. ALL SHRINKAGE CRACK
CONTROL JOINTS SHALL BE SAWN WITHIN 10 HOURS OF CONCRETE PLACEMENT. ALL JOINTS SHALL
BE SEALED WITH BITUMEN IMPREGNATED CORK OR APPROVED EQUIVALENT INSTALLED STRICTLY IN
ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
10. CONCRETE SHALL BE FULLY COMPACTED BEFORE SCREEDING. WITH PARTICULAR CARE TAKEN AT
EACH EXPANSION JOINT.
11. JOINT PREPARATION - BEFORE FRESH CONCRETE IS PLACED AT A CONSTRUCTION JOINT, ROUGHEN
AND CLEAN THE HARDENED CONCRETE SURFACE OF THE JOINT SO THAT ALL LOOSE OR SOFT AND
FOREIGN MATTER IS REMOVED. ALL JOINTS HOWEVER MADE SHALL BE PROVIDED WITH A GROOVE
TO ACCOMMODATE SEALING MATERIAL.
12. DIMENSIONAL TOLERANCES.
LENGTH OF SLAB (UP TO 18.) d- 6 mm
WIDTH SLAB ./- 6 mm
THICKNESS SLAB . 10 mm /- 3 mm
13. CURING. DURING THE CURING PERIOD. MAINTAIN THE CONCRETE AT A REASONABLY CONSTANT
TEMPERATURE. NOT EXCESSIVELY HOT OR COLD, TO MINIMISE MOISTURE LOSS, BY A SUITABLE
METHOD WHICH MAY INCLUDE
FORDING OR CONTINUOUS SPRINKLING WITH WATER (MOIST CURING)
- AN IMPERMEABLE CLEAR MEMBRANE. TAPED AT JOINS AND SEALED AT THE EDGES
AN ABSORPTIVE COVER KEPT CONTINUOUSLY WET
- AN APPROVED CURING COMPOUND (SUBMIT DETAILS FOR APPROVAL PRIOR TO CONCRETING
OPERATIONS TAKING PLACE). APPLIED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
CURING PERIOD SHALL BE FOR NOT LESS THAN 7 DAYS. SITE PLAN
14. THE GROUND SLABS HAVE BEEN DESIGNED WITH MINIMAL REINFORCEMENT TO CONTROL CONCRETE NOT TO SCALE
SHRINKAGE IN ORDER TO PROVIDE AN ECONOMIC SLAB. SOME SHRINKAGE CRACKING IN THE SLAB 15 UBD MAP ND 9
TO BE EXPECTED. UBD GRID NO F16
15. THE SLABS HAVE BEEN DESIGNED AS A FLOATING SLAB. HENCE, MOVEMENT IN THE SUBGRADE WILL
RESULT IN VERTICAL & CURVATURE MOVEMENTS IN THE SLAB ALONG WITH SOME MINOR CRACKING.
EXPECTED MOVEMENT TO BE IN THE RANGE OF ./.40mm. REAL PROPERTY DESCRIPTION
16. EXTERNAL CONCRETE SLABS HAVE BEEN DESIGNED TO ACCOMODATE PNEUMATIC TYRED VEHICLES LOT Ti ON SP 188268
PARISH OF WEYBA
ONLY.
COUNTY OF MARCH
DRAWING REGISTER
ORG DRAWING TITLE
C.01 DRAWING REGISTER AND NOTES
C.02 LAYOUT PLAN
CUT 200 LONG PIECE OUT
1 LAYER STEEL MESH OF EVERY 2nd WIRE
SL82 FOR ROADWAY LOCALLY DEPRESS SLAB
SL72 FOR FOOTPATHS MESH UNDER SAW CUT
40mm TOP COVER
SUB-BASE COURSE MATERIAL MIN CBR 45
COMPACTED TO RELATIVE DRY DENSITY
OF 95% MODIFIED (IF ORDERED BY APPROVED SEALANT
ENGINEER AFTER SUBGRADE INSPECTION) FINISHED 5mm BELOW
SAW TUT JOINTS CONCRETE SURFACE
WITHIN '7 ".OURS OF
-TOP 150.m OF SUBGRADE LASTING SLAB ROPE OR POD
COMPACTED TO RELATIVE DRY BACK UP MATERIAL
DENSITY OF 100% STANDARD
IRIS DRAWING IS NOT TO BE USED FOR CONSTRIXTION UNTIL
STAIFEO APPROAEO BY RELEVANT AUTHORITY,
ALL VOAKS ARE ID BE CONSTRUCTED TO THE SATISFACTION OF
CONCRETE PAVEMENT DETAIL SAW CUT JOINT ISJI
RELEVANT AUTHORITIES. SCALE 110 SCALE 1.10
"If mlliRACTOR IS RESPONSIBLE FOR ORGANISING NECESSARY RPEO No.
GEVW/S AiTHOR15ATION AND SUBSEQUENT INSPECTIONS AS FOR AND ON BEHALF 7F
RE50RF-O 6' RELEVANT AUTHORITIES.
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PROPOSED DEVELOPMENT
7 BANKSIA AVENUE
NOOSA HEADS
CIVIL SITEWORKS
DRAWING REGISTER AND NOTES
SCALE
CONTACT: NT
AS SHOWN
09.1029
DATE
SHEET 1
C.01
SEP 2010
OF 2
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