Approved Plans · OPW11/0335

GENERAL NOTES:

1, ALL WORK ON THIS CONTRACT IS TO BE CARRIED OUT IN ACCORDANCE WITH THE JOB SPECIFICATION AND TO THE SATISFACTION
OF THE LOCAL AUTHORITY AND THE ENGINEER.

2. THE CONTRACTOR IS TO CONTACT ENERGEX, TELSTRA, COUNCIL AND OTHER SERVICE AUTHORITIES AND LOCATE EXISTING
UNDERGROUND SERVICES PRIOR TO CONSTRUCTION.

3. CONDUIT LOCATIONS IF SHOWN ON THE PLANS ARE PROVISIONAL ONLY AND THE CONTRACTOR IS TO LIAISE WITH THE ENGINEER,
TELSTRA AND THE ELECTRICAL CONSULTANT FOR THEIR FINAL PLANS IMMEDIATELY PRIOR TO LAYING ROAD AND FOOTPATH
CONDUITS.

4, THE ENGINEERING DESIGN IS BASED PARTLY ON A DATA TERRAIN MODEL COMPUTER GENERATED FROM THE SITE SURVEY AND SOME
ELEMENTS OF THE SURVEY DATA ARE INTERPOLATED AND MAY VARY FROM THE ACTUAL SITE CONDITIONS. THE CONTRACTOR

SHALL LIAISE WITH THE ENGINEER AND SURVEYOR AND SET OUT THE WORKS ONLY FROM APPROVED REFERENCE PEGS AND LEVEL
BENCH MARKS.

5. THE CONTRACTOR IS TO ORGANISE HIS WORKS SO THAT EROSION, DEPOSITION OF SILT, AND STORMWATER RUNOFF FROM THE JOB
SITE DOES NOT EXCEED THE PRE CONSTRUCTION RATES AT ANY POINT AS A RESULT OF HIS ACTIONS,

6. CLEAR ALL VEGETATION FROM THOSE AREAS TO BE EXCAVATED OR FILLED. IN OTHER AREAS WHERE CLEARING IS SPECIFIED,
SELECTED CLEARING ONLY IS TO BE CARRIED OUT BY RETAINING THOSE TREES MARKED BY THE ENGINEER AND LEAVING THE AREA
IN A CONDITION SUITABLE FOR SLASHING.

7, THE CONTRACTOR IS TO PRESENT UP THE JOB FOR ON- MAINTENANCE AND OFF-MAINTENANCE INSPECTIONS WHEN DIRECTED BY
THE ENGINEER WITH ALL PIPES, ROADS AND ALLOTMENTS FREE OF RUBBISH OR SILT AND WITH FOOTPATHS AND PARK AREA
SLASHED OR MOWN, AND UNDERGROUND SERVICES OPENED FOR INSPECTION,

8, NO WORK IS TO COMMENCE ON THE SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN WRITING AND AN OFFICIAL
PRE-START MEETING WITH A REPRESENTATIVE OF COUNCIL AND THE ENGINEER HAVE BEEN HELD, THE CONTRACTOR IS TO OBTAIN
A COPY OF THE MINUTES OF THE PRE-START MEETING AND SHALL COMPLY WITH ALL REQUIREMENTS THEREOF.

9, ALL CONSTRUCTION IS TO BE SET OUT BY THE CONTRACTOR FROM PEGGING OF ROAD CENTERLINE, MANHOLE POSITIONS, LOT
STAKING AND TBMs PROVIDED BY THE PRINCIPAL'S LICENSED SURVEYOR,

EARTHWORKS NOTES

1. CLEAR ALL VEGETATION FROM THOSE AREAS TO BE EXCAVATED OR FILLED. ALL RUBBISH INCLUDING DEBRIS FROM CLEARING IS TO
BE DISPOSED IN ACCORDANCE WITH THE STANDARDS OF THE LOCAL AUTHORITY. BURNING WILL NOT BE ALLOWED

2. ALL ORGANIC MATERIAL, TOPSOIL, AND UNSUITABLE SUBGRADES ARE TO BE STRIPPED FROM THE AREA TO BE FILLED AND
REMOVED FROM THE SITE EXCEPT THAT SUFFICIENT TOPSOIL IS TO BE RETAINED FOR RESPREADING TO A MINIMUM DEPTH OF 100mm
ALL OVER THE SITE AFTER FILLING TO LEVEL WITH IMPORTED FILL. AFTER STRIPPING AS ABOVE THE WHOLE SITE IS TO BE
COMPACTED AND PROOF ROLLED TO THE SATISFACTION OF THE GEOTECHNICAL CONSULTANT PRIOR TO PLACING OF IMPORTED FILL.

3, FILLING IS TO BE CARRIED OUT IN CONTROLLED LAYERS NOT TO EXCEED 200mm DEPTH BY 2500 m*. EACH LAYER IS TO BE
COMPLETELY COMPACTED TO

‘A MINIMUM OF 95% RELATIVE DRY DENSITY FOR COHESIVE SOILS OR A MINIMUM DENSITY INDEX OF 70% FOR NON-COHESIVE SOILS AND
TESTED AND APPROVED BY THE GEOTECHNICAL CONSULTANT PRIOR TO THE PLACEMENT OF THE NEXT LAYER. THE TOP 300mm OF
THE ROAD SUBGRADE IS TO BE  COMPACTED TO A MINIMUM OF 98% RELATIVE DRY DENSITY,

4, THE WHOLE OF THE MATERIAL IN ANY PARTICULAR LAYER SHOULD BE HOMOGENOUS, AND IF NECESSARY SMALL QUANTITIES OF
FILL DIFFERING FROM THE REST SHOULD BE SPREAD AS A THIN LAYER OVER THE WHOLE SITE AND INCORPORATED INTO A FULL
LAYER. IN A CUT/FILL SITUATION THE GEOTECHNICAL CONSULTANT MAY DIRECT THAT ANY EXISTING SOIL WITHIN 600mm OF THE
FINISHED SURFACE LEVEL BE REMOVED AND REPLACED WITH — FILL EQUIVALENT TO THE GENERAL FILL MATERIAL. THE MATERIAL SO
REMOVED MAY, IF IT OTHERWISE MEETS THE SPECIFICATION, BE USED AS GENERAL FILL AS ABOVE,

5. IMPORTED FILL IN ALLOTMENTS IS TO CONSIST OF HOMOGENOUS MATERIAL CONTINUOUSLY GRADED WITH A MAXIMUM PARTICLE SIZE
OF 100mm, A = MAXIMUM LINEAR SHRINKAGE OF 8%, AND A MOISTURE CONTENT BETWEEN -2% TO +2% OF OPTIMUM MOISTURE
CONTENT AT THE TIME OF COMPACTION. IMPORTED FILL IN ROADWAYS IS TO CONSIST OF HOMOGENOUS MATERIAL CONTINUOUSLY
GRADED WITH A MAXIMUM PARTICLE SIZE OF 100mm, A MINIMUM CBR OF 8, AND A MOISTURE CONTENT BETWEEN -2% TO +2% OF
OPTIMUM MOISTURE CONTENT AT THE TIME OF COMPACTION.

6, THE CONTRACTOR SHALL ENSURE THAT ALL WORK IS CARRIED OUT, TESTED AND CERTIFIED AS CONTROLLED FILL IN COMPLIANCE
WITH AS.3798 "GUIDELINE ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS". ALL TESTING AND INSPECTIONS
ARE 10 BE CARRIED OUT BY A NATA CERTIFIED LABORATORY APPOINTED BY THE GEOTECHNICAL CONSULTANT IN ACCORDANCE
WITH LEVEL ONE TESTING AS SET OUT IN APPENDIX B OF AS.3798, THE CONTRACTOR SHALL PROVIDE CERTIFICATION TO THE ENGINEER
ON COMPLETION OF THE EARTHWORKS,

7. ALL "UNCONTROLLED FILL" IDENTIFIED ON SITE TO BE REMOVED TO NATURAL SURFACE LEVEL AND, IF SUITABLE, REUSED AND
PLACED AS SPECIFIED ABOVE.

ASPHALT TYPE DG10

MINIMUM COMPACTED DEPTH

30mm ON HOT BITUMEN
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THESE DRAWINGS ARE TO BE READ IN CONJUNCTION
WITH GEOTECHNICAL REPORT No. 007-160A

BY BUTLER PARTNERS PTY. LTD.

DATED APRIL 2010

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TOPSOIL:

TOPSOIL IS TO BE REMOVED, STOCKPILED, AND REUSED TO COVER ALL DISTURBED EARTHWORKS TO A MINIMUM COMPACTED DEPTH OF
75mm. AND GRASSED.
NOTE:

ALL PAVEMENT WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH SUNSHINE COAST REGIONAL COUNCIL GUIDELINES AND
SPECIFICATIONS.

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