APPROVED Plans · OPW10/2120

 

 

PROPOSED DEVELOPMENT
7 BANKSIA AVENUE
NOOSA HEADS

 

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COORDINATION NOTES
1

REFER ARCHITECT'S DRAWINGS FOR BUILDING AND CARPARK SETOUT.

2, REFER HYDRAULICS CONSULTANT'S DRAWINGS FOR DOWNPIPE CONNECTIONS AND INTERNAL SEWER s ; i
RETICULATION. a FE
3, REFER ELECTRICAL CONSULTANT'S DRAWINGS FOR ELECTRICAL RETICULATION LAYOUT. af
4, REFER LANDSCAPE ARCHITECT'S DRAWINGS FOR LANDSCAPE AND SOIL STABILISATION DETAILS. aa E
5, CONTRACTOR TO CONDUCT A DIAL BEFORE YOU DIG SEARCH PRIOR TO COMMENCEMENT OF WORKS 1 - -
ON SITE TO CONFIRM THE LOCATION OF ALL EXISTING SERVICES. ENGINEER TO BE CONTACTED OF ial
ANY CONFLICTS FOR RESOLUTION. iz

  

CONCRETE NOTES

1, ALL CONCRETE SUPPLY AND WORK SHALL MEET THE REQUIREMENTS OF AS3600.

2, CONCRETE STRENGTH GRADE SHALL BE S32. TENSILE STRENGTH SHALL BE 4.5 MPa AT 90 DAYS.

3. CONCRETE SLUMP SHALL BE 80 mm +/~ 15 mm (AT POINT OF DISCHARGE).

4 NO ADMIXTURES TO THE CONCRETE SHALL BE PERMITTED WITHOUT THE PRIOR APPROVAL OF THE
‘SUPERINTENDENT.

5. 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 ORY WINO CONDITIONS PREVAIL.

8. CONCRETE PLACED IN TEMPERATURES ABOVE 25°C SHALL IMMEDIATELY AFTER PLACEMENT BE
COATED WITH AN EVAPORATION RETAROANT 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,

0, CONCRETE SHALL BE FULLY COMPACTED BEFORE SCREEDING, WITH PARTICULAR CARE TAKEN AT
EACH EXPANSION JOINT.

i, 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 18m) +/- 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:
~ PONDING OR CONTINUOUS SPRINKLING WITH WATER (MOIST CURING)

- AN IMPERMEABLE CLEAR MEMBRANE, TAPED AT JOINS AND SEALED AT THE EOGES

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SUNSHINE COAST REGIONAL COUNU.L |
APPROVED

OPW.102120 & 23 Nov 200

 

 

 

 

 

 

 

 

 

~ AN ABSORPTIVE COVER KEPT CONTINUOUSLY WET all
- 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 IS UBO MAP NO: 9
TO BE EXPECTED. UBO 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 DESCRIPTL
16. EXTERNAL CONCRETE SLABS HAVE BEEN DESIGNED TO ACCOMODATE PNEUMATIC TYRED VEHICLES Sea OF WEYBA
ONLY. COUNTY OF MARCH

 

 

 

 

DRAWING REGISTER

DRG DRAWING TITLE

€.01 DRAWING REGISTER AND NOTES
C.02 LAYOUT PLAN

 

 

 

CUT 200 LONG PIECE OUT

 
 
     
 

 

 

 

 

 

 
   

  
  

   

=
e g 1 LAYER STEEL MESH OF EVERY 2nd WIRE
26 $182 FOR ROADWAY LOCALLY DEPRESS SLAB
86 SL72 FOR FOOTPATHS MESH UNDER SAW CUT
= = f : { 40mm TOP COVER
a3 fr oa . 7 aecase COURSE MATERIAL MIN CBR 4S
2 SLD COMPACTED TO RELATIVE DRY DENSITY
sey OF 95% MODIFIED {IF ORDERED BY ee ante
Te ENGINEER AFTER SUBGRADE INSPECTION) mm
BANA SAW CUT JOINTS: CONCRETE SURFACE
SS WN SO WITHIN 12 HOURS OF ROPE OR POD
SNNENNS TOP 150mm OF SUBGRADE CASTING SLAB INITIAL: P HATER
es | COMPACTED TO RELATIVE ORY SAW CUT BACK UP MATERIAL
DENSITY OF 100% STANDARD
Sen who reat aa CONCRETE PAVEMENT DET SAW CUT JOINT {SJ
AL wo B10 BE CONSTRUCTED To TH SATSFACTIN oF CONCRETE PAVEMENT DETAIL SAW _CUT_JOINT (SJ)
SCALE 1:10 SCALE 110 RPEQ No.

  
 
 

 
  

 

RELEVANT AUTHORITIES.
THE CONTRACTOR IS RESPONSIBLE FOR ORGANISING NECESSARY
PERMITS, AUTHORISATION ANO SUBSEQUENT INSPECTIONS AS
REQUIRED BY RELEVANT AUTHORITIES,

‘esa ap pn 5 Parkview Street PROPOSED DEVELOPMENT SCALE AS SHOWN DATE SEP 2010
ee pp) B ©) hiton a, 40st 7 BANKSIA AVENUE CIVIL SITEWORKS CONTACT: NT SHEET 1 OF 2
{ptm RIDIN OF TS CRAWNG 08 LCTRON BATA WTIOUT WATE PeRRSSON OF OO COLLIN . ty Sane NOOSA HEADS

DRAWING REGISTER AND NOTES

nea rete. Design Engineers Queensland. www.deq.comau 09.1029 C.01

TRE GD Cry AVP THE EECTRON DAA LEAL TAGS TON i . .

Ti RETRO ATA ABE SSLED OL FOR CNTENEAE OF UE. 0 ESPUASBUTY FORTHE ACURACY 8 FR a seca | sioelucnlesig snitin AUSMAR HOMES JOB No. DRG. No. | AMMT.
RATA OF TS OA , Geoted :[email protected]

ili iii DATE | EVENT|DETAIL INITIAL || DATE | EVENT| DETAIL INITIAL Ma iy Lid 170 ABN 53.065 7H.208_E [email protected] CHECKED DATUM ED)

FOR AND ON BEHALF OF
DEQ CONSULTING ENGINEERS