Approved Plans OPW16/0235

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   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0235 23 JAN 2017


[OCR of page images]
 

 

LEGEND

FFL - FINISHED FLOOR LEVEL
FSL - FINISHED SURFACE LEVEL
FGL - FINISHED GROUND LEVEL
GL- GRATE LEVEL

 

 

 

STORMWATER PIT SCHEDULE

— 600mm SQ. GRATED PIT

[450mm SQ. GRATED PIT

 

 

 

 

 

.26 180°1'50’

 

 

 

 

EXISTING CONCRETE HARDSTAND
TO REMAIN. EXISTING DRAINAGE INVERT OF SEWER
SYSTEM TO REMAIN APPROX. LOCATION AT EAST BOUNDARY

INVERT OF SEWER OF EXISTING SEWER APPROX. 14.96m

AT WEST BOUNDARY
APPROX. 16.33m

LOT 9 ON SP 232770
AREA = 1409.32 SQ.M

TOWN OF NOOSAVILLE
NOOSA SHIRE COUNCIL

CONTRACTOR TO SHAPE
LAND TO ENSURE ADEQUATE
FALL AWAY FROM SLABS

 

 

 

 

NOOSA COUNCIL
APPROVED PLAN
OPW16/0235 23 JAN 2017

 

 

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INDICATES SCREW PIERS DIRECTLY EITHER SIDE OI

SEWER TO BE FOUND BELOW SEWER INVERT. ALL —
SCREW PIERS TO BE FOUND 300mm MIN. BELOW SEWER

ZONE OF INFLUENCE IN ACCORDANCE WITH QDC (MP‘.4).

TYPICAL. REFER SECTION AND DETAILS ON SHEET S3

 

 

 

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= REFER IPWEA STD DRAWING NO. RS-051

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nay (REV F) FOR CONSTRUCTION DETAILS

SITE LEVEL PLAN
SCALE 1:200

 

EARTHWORKS NOTES

1.
2.
3.

4.

ALL EARTHWORKS SHALL BE IN ACCORDANCE WITH AS3798-1996.

STRIP ALL VEGETATION & TOPSOIL & REMOVE FROM SITE.

CONTROL TESTING OF EARTHWORKS SHALL BE UNDERTAKEN IN ACCORDANCE WITH AS3798.
GEOTECHNICAL CERTIFICATION TO BE TO LEVEL 2.

ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO THE FOLLOWING STANDARDS (UNO).

4A. COHESIVE MATERIAL - FILL SHALL ACHIEVE A MINIMUM DRY DENSITY RATIO (M.D.D.R.) OF 98% STD

SUBGRADE SHALL ACHIEVE 98% STD M.D.D.R.

42. NON COHESIVE MATERIAL - FILL SHALL ACHIEVE A MINIMUM DENSITY INDEX RATIO OF 80%.

FIELD DENSITY TESTS SHALL BE UNDERTAKEN AT A FREQUENCY OF ONE TEST PER 200m? DISTRIBUTED
REASONABLY EVENLY THROUGHOUT FULL DEPTH AND AREA OR THREE TESTS PER VISIT, WHICHEVER
REQUIRES THE MOST TESTS. FIELD DENSITY TESTS OF EXCAVATED SOFT GROUND SHALL BE
UNDERTAKEN AT A FREQUENCY OF ONE TEST PER 100m° DISTRIBUTED REASONABLY EVENLY
THROUGHOUT FULL DEPTH AND AREA.

FIELD DENSITY TESTING OF TRENCH BACKFILL SHALL BE UNDERTAKEN AT A FREQUENCY OF 1 TEST PER
2 LAYERS PER 20 LINEAR METRES.

 

GRADE (*%)

KERB & GUTTER

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12.5% 2.5% 4.26% 1.3% 3.88%
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DRIVEWAY GRADING (INVERT)
SCALE 1:200

2% GRADE 1.67% GRADE

 

TYPICAL DRIVEWAY CROSS SECTION
SCALE 1:100

 

 

COMPACTED FILLING

ALL COMPACTED FILL SHALL BE MATERIAL OF MINIMUM CBR 15%. THE MAXIMUM PERCENTAGE (BY MASS)
OF MATERIAL PASSING THE 0.425mm SIEVE SHALL BE 22%. THE MAXIMUM LIQUID LIMIT OF THE FINES
COMPONENT OF THE MATERIAL SHALL BE 28% AND THE MAXIMUM PLASTICITY INDEX SHALL BE 6%. THE
GRADING CURVE OF THE MATERIAL SHALL BE SMOOTH WITH 100% OF MATERIAL PASSING THE 19mm
SIEVE. ALL COMPACTED FILL SHALL BE COMPACTED AT OPTIMUM MOISTURE CONTENT TO 100%
COMPACTION TO AS1289 - £1.1. ALL FILL SHALL BE PLACED IN COMPACTED LAYERS OF NO MORE THAN
150mm THICK. THE CONTRACTOR IS TO CARRY OUT ONE COMPACTION TEST PER EVERY 500m?, FOR
EVERY SECOND LAYER OF FILL.

REMOVE ALL EXISTING FILL FROM THE SITE. COMPACT THE TOP 300mm OF THE NATURAL GROUND
UNDER THE BUILDING TO A DISTANCE OF 1.5m BEYOND THE EXTERNAL PERIMETER OF THE BUILDING TO
100% MODIFIED COMPACTION. THE COMPACTED FILL (AS PER CF.1.) SHALL BE COMPACTED IN LAYERS TO
95% STANDARD COMPACTION TO WITHIN 300mm OF THE FINISHED GROUND LEVEL. THE REMAINING
300mm OF FILL SHALL BE COMPACTED IN TWO LAYERS TO 95% STANDARD COMPACTION. COMPACT ALL
FILL TO A DISTANCE OF 1.5M BEYOND THE EXTERNAL PERIMETER OF THE BUILDING.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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Q Z [email protected] 2 Sa ENGINEER IMMEDIATELY OF ANY DISCREPANCIES
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