OPW14/0165.01 Approved Plans

           -
    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


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REFER SHEET G14 AND C1§ FOR
EARTHWORKS LOCATED IN THIS AREA

 

 

PARKING HARDSTAND
FSL 8.50

 

REFER SHEET C17
FOR ELEVATIONS

 

 

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CUT

~w— ELEVATION3 —w

  

 

 

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RETAINING WALL RW1

   

 

 

RETAINING WALL PLAN - ADDITIONAL PARKING HARDSTAND AREA

 

 

NOOSA COUNCIL
APPROVED PLANS

 

OPW14/0165.01 9 DEC 2014

 

 

1:100 UNREDUCED AT A1
1:200 UNREDUCED AT A3.

     
  
  
   
         

 

 

 

 

REINFORCED CONCRETE

1, ALL CONCRETE WORK IS TO BE EXECUTED IN ACCORDANCE WITH THE
CURRENT EDITION OF - AS 3600 - SAA CONCRETE STRUCTURES.

AS 1379 - READY-MIXED CONCRETE 2

2. THE CONCRETE MIX SHALL BE APPROVED BY THE ENGINEER BEFORE USE.
REFER TO ADDITIONAL CONCRETE SPECIFICATION NOTES SHEET S8.

3. THE 28 DAY CHARACTERISTIC COMPRESSIVE STRENGTH OF REINFORCED
CONCRETE (fc) MUST NOT BE LESS THAN 40 MPa U.N.O. MINIMUM
CEMENTITIOUS CONTENT TO BE 450 kg/m. MAXIMUM WATER : CEMENT RATIO
TO BE 04.

CONCRETE SLABS TO BE F'c = 32 MPa (S32), FOOTINGS AND MASS CONCRETE
PIERS TO BE F'c = 25MPa. (S25)

4, THE TEST RESULTS ARE TO CONFORM WITH THE ACCEPTABILITY

REQUIREMENTS OF — THE CURRENT EDITION OF AS 3600 (PROJECT

ASSESSMENT REQUIRED).

THE MAXIMUM SIZE OF AGGREGATE SHALL BE 20mm.

THE CONCRETE SHALL SLUMP TEST AT 100mm UNLESS OTHERWISE NOTED

ALL CONCRETE TO BE VIBRATED.

NO HOLES OR CHASES OTHER THAN THOSE SHOWN ON THE STRUCTURAL

DRAWING SHALL BE MADE IN CONCRETE MEMBERS WITHOUT THE PRIOR

APPROVAL OF THE ENGINEER.

9. PLASTIC CHAIRS TO BE USED TO SUPPORT REINFORCEMENT AND GIVE THE
CORRECT CONCRETE COVER.

10. UNLESS OTHERWISE NOTED ON THE DRAWING THE CONCRETE COVER TO THE
OUTSIDE FACE OF ANY REINFORCEMENT IS TO BE AS FOLLOWS.

ePNOn

 

 

 

 

 

 

 

 

STRUCTURAL MEMBER CAST AGAINST FORMS COMPLYING | 4.57 gainer
WITH AS1509 SAA FORMWORK CODE
OTHER
NOT EXPOSED TO | EXPOSED TO FORMWORK
WEATHER, | WEATHER,GROUND | OR THE
GROUND WATER | WATERORFRESH | GROUND
OR FRESH WATER WATER
PAD FOOTINGS 75 65
STRIP FOOTINGS AND PILE CAPS 50. 50 75
COLUMNS 50 50 75
WALLS SLABS AND STAIRS 50 50 65
BEAMS 50 50 65

 

 

 

 

 

LEGEND
EXISTING BITUMEN EDGE

 

EXISTING KERB
EXISTING PATH

EXISTING STORMWATER LINES.

EXISTING OVERHEAD POWER LINES/POLE
EXISTING SEWER MAINS. eS
EXISTING U/G POWER LINES
EXISTING TELSTRA PLANT

11. CONSTRUCTION JOINTS WHERE NOT SHOWN SHALL BE LOCATED BY THE
ENGINEER.

12. THE FACE OF ALL CONCRETE AGAINST WHICH NEW CONCRETE IS TO BE
POURED SHALL BE THOROUGHLY SCABBLED AND WASHED CLEAN

13. ALL CONCRETE SURFACES ARE TO BE CURED BY AN APPROVED METHOD FOR
FOURTEEN (14) DAYS IMMEDIATELY CONCRETE IS HARD, AND PROTECTED BY
PLASTIC SHEET.

14. FORMWORK TO SUSPENDED SLABS TO REMAIN IN POSITION FOR FOURTEEN
(14) DAYS AFTER POURING, PROP TO 28 DAYS.

15. FOR SLABS ON GROUND, ALL TOPSOIL AND UPPER STRATA CONTAINING
ORGANIC MATTER IS TO BE REMOVED AND REPLACED BY AN APPROVED
CONSOLIDATED FILLING MATERIAL COMPACTED TO 95% M.M.D.D. IN
ACCORDANCE WITH AS E 2.1

16. BAR SCHEDULE

N- HOT ROLLED HIGH YIELD BARS TO AS 1302.
S - HOT ROLLED DEFORMED BARS TO AS 1302.
RF - HARD DRAWN WIRE FABRIC TO AS 1302.
R- HOT ROLLED PLAIN BARS TO AS 1302.

17. SPRAY CLEAN ALL REINFORCEMENT, FORMED SURFACES, ROCK & CONCRETE
FACES, CAST-IN BOLTS & FITTINGS ETC. JUST PRIOR TO PLACEMENT OF
CONCRETE TO REMOVE ALL TRACES OF DIRT, SAND, DUST AND DEPOSITED
SALTS. AIR BLAST EXCESS WATER OFF FORMS. CONCRETING MUST NOT BE
CARRIED OUT DURING STRONG WINDS OR HIGH WAVE ACTION, TO AVOID
CONTAMINATION OF CONCRETE AND REINFORCING WITH WIND-DRIVEN SALT.

18. CONTRACTOR IS TO CHECK HYDRAULIC & ELECTRICAL SERVICES DRAWING
FOR LOCATION AND TYPE OF ALL CAST-IN ITEMS, INCLUDING ANY NECESSARY
CONDUITS

19. JOINTS TO BE SEALED WITH AN APPROVED FLEXIBLE SIKAFLEX-PRO
POLYURETHANE LAP BOTTOM BEAM REINFORCEMENT 600 AT PILES WHERE
REQUIRED U.N.O. LAP TOP BEAM REINFORCEMENT 600 AT MID-SPAN WHERE
REQUIRED U.N.O

EXTENT OF CIVIL WORK

3.0 ————__ FINISHED SURFACE CONTOUR MAJOR
FINISHED SURFACE CONTOUR MINOR,
KERB AND CHANNEL TYPE B1

KERB TYPE B2 (MODIFIED REFER SHEET C11)
PROPOSED STORMWATER LINE
PROPOSED 100@ IRRIGATION CONDUIT (PVC

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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EXISTING WATER MAIN CLASS SN8)

COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project Drawing Title Scale [Sheet Size|
This raving is subpctio GRAYPUKSAND SUNSHINE COAST D Hopcott G Jackson PROPOSED CAR SHOWROOM CAR ADDITIONAL PARKING AREA |ag sHown| A1
sgeoment betwen Tod ARCHITECTS Designed Verified
Cenang ya) andi MAZDA/HYUNDAI D Hopcott G Jackson PARKING AND STORMWATER DRAINAGE |RETAINING WALL LAYOUT [orving umber
Used for ths Spec projec consulting engineers ‘Approved RPEQNo oP Tory RP anes 13606- C16
‘This drawing shall not be used . Noosa: 07 s449 9600 D Reypgids 9072 LOCAL AUTHORITY NOOSA COUNCIL
for construction untl marked! a Skyline Surveyors Sunshine Coast: 075329 8180, Mackay: 07 $840 2337 Sig Date MCU APPROVAL — MCU13/0153 HORIZ DATUM 0 19 30 40 so Sheet Revision
foronaicton ui mated 2s > — a aE FOR APPROVAL DWH | san’ orp ain ge poniv2014 —|ROLAFPROVAL «NIA VeRroMUMAHD  PswEase6 (ua lalla) 16 of 17 |A
revision description Rev|Date [Revision Description Drawn | warana‘aco'ss7s ABN 99 128 805 336 OPWAPPROVAL TBA RL MEASUREMENT BAR - INCREMENTS IN mm