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Response to Information Request - Received on 19/04/2012 · OPW11/0335
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GENERAL NOTES:
1. ALL WORK ON THIS CONTRACT IS TO BE CARRIED OUT IN ACCORDANCE WITH THE JOB SPECIFICATION AND TO THE SATISFACTION
DRAWING SCHEDULE
OF THE LOCAL AUTHORITY AND THE ENGINEER. ASP HALT TYPE DG10
MINIMUM COMPACTED DEPTH
NEW PAVEMENT EXISTING PAVEMENT 10525-C1 CIVIL WORKS NOTES AND
2. THE CONTRACTOR IS TO CONTACT ENERGEX. TELSTRA. COUNCIL AND OTHER SERVICE AUTHORITIES AND LOCATE EXISTING 30mm ON HOT BITUMEN
UNDERGROUND SERVICES PRIOR TO CONSTRUCTION.
.
[email protected] 11m2. ORA WING SCHEDULE
~
3. CONDUIT LOCATIONS IF SHOWN ON THE PLANS ARE PROVISIONAL ONLY AND THE CONTRACTOR IS TO LIAISE WITH THE ENGINEER, 10525-C2 SITE FRONTAGE WORKS
TELSTRA ANO THE ELECTRICAL CONSULTANT FOR THEIR FINAL PLANS IMMEDIATELY PRIOR TO LAYING ROAD AND FOOTPATH
~
...
PLAN
CONDUITS. e
~L
4. THE ENGINEERING DESIGN IS BASED PARTLY ON A DATA TERRAIN MODEL COMPUTER GENERATEO FROM THE SITE SURVEY AND SOME 10525-C3 FRONTAGE WORKS
ELEMENTS OF THE SURVEY DATA ARE INTERPOLATED AND MAY VARY
SHALL LIAISE WITH THE ENGINEER AND SURVEYOR AND SET OUT THE
FROM THE ACTUAL SITE CONDITIONS. THE CONTRACTOR
WORKS ONLY FROM APPROVED REFERENCE PEGS AND LEVEl
200mm
LEfN MIX DETAILS
BENCH MARKS.
S. THE CONTRACTOR IS TO ORGANISE HIS WORKS SO THAT EROSION, OEPOSITION OF SILT, AND STORMWATER RUNOFF FROM THE JOB
200mm
L4N MIX
10525-C4 BULK EARTHWORKS
PLAN SHEET 1
COMPACTED SUBGRADE TO
SITE DOES NOT EXCEED THE PRE CONSTRUCTION RATES AT ANY POINT AS A RESULT OF HIS ACTIONS. LEAN MIX PAVEMENT
9S% RElATIVE DENSITY
6, CLEAR ALL VEGETATION FROM THOSE AREAS TO BE EXCAVATED OR FILLED. IN OTHER AREAS WHERE CLEARING IS SPECIFIED, COMPACTED IN 200mm LAYERS
* EXISTING PAVEMENT TO BE
SELECTED CLEARING ONLY IS TO BE CARRIED OUT BY RETAINING THOSE TREES MARKED BY THE ENGINEER AND LEAVING THE AREA TO 100% RELATIVE DENSITY 10525-C5 BULK EARTHWORKS
CUT BACK UNTIL FULL DEPTH
IN A CONDITION SUITABLE FOR SLASHING. PAVEMENT EXPOSED.
PLAN SHEET 2
7. THE CONTRACTOR IS TO PRESENT UP THE JOB FOR ON- MAINTENANCE AND OFF-MAINTENANCE INSPECTIONS WHEN DIRECTED BY
10525-C6 BULK EARTHWORKS
THE ENGINEER WITH ALL PIPES, ROADS AND ALLOTMENTS FREE OF RUBBISH OR SILT AND WITH FOOTPATHS AND PARK AREA PAVEPNT JOINT DETAIL
SLASHED OR MOWN, AND UNDERGROUND SERVICES OPENED FOR INSPECTION,
DETAILS
ROAD WIDENING - DAVID LOW WAY
8. NO WORK IS TO COMMENCE ON THE SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN WRlTlNG AND AN OFFICIAL
10525-C7 LlNEMARKING AND SIGNAGE
PRE-START MEETING WITH A REPRESENTATIVE OF COUNCIL AND THE ENGINEER HAVE BEEN HELD. THE CONTRACTOR IS TO OBTAIN
P
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.
W
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 __:[ .""n m ro" ."""’"~"’."""
30mm ON HOT BITUMEN PRIMER @. 1.0 11m2.
.
PRE-SEAL INSPECTION
THESE ORA WINGS ARE TO BE READ IN CONJUNCTION
2. ALL ORGANIC MATERIAL, TOPSOIL, AND UNSUITABLE SUBGRADES ARE TO BE STRIPPED FROM THE AREA TO BE FILLED AND WITH GEOTECHNICAL REPORT No. 007-160A
...
REMOVED FROM THE SITE EXCEPT THAT SUFFICIENT TOPSDlL IS TO BE RETAINED FOR RESPREADING TO A MINIMUM DEPTH OF 100mm e BY BUTLER PARTNERS PTY. LTD.
ALL OVER THE SITE AFTER FILLING TO LEVEL WITH IMPORTED FILL. AFTER STRIPPING AS ABOVE THE WHOLE SITE IS TO BE Ji
I"
DATED APRIL 2010
BASE COURSE: UNBOUND PAVEMENT TYPE 2,3. ICBR 4S)
COMPACTED AND PROOF ROLLED TO THE SATISFACTION OF THE GEOTECHNICAL CONSULTANT PRIOR TO PLACING OF IMPORTED FILL.
...
MIN. COMPACTED THICKNESS: 125mm. MIN. COMPACTION: 100% ROD.
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3. FILLING IS TO BE CARRIED OUT IN CONTROLLED LAYERS NOT TO EXCEED 200mm DEPTH BY 2500 m’. EACH LAYER IS TO BE b: ...
COMPLETELY COMPACTED TO ~ e
e
A MINIMUM OF 95% RELATIVE DRY DENSITY FOR COHESIVE SOILS OR A MINIMUM DENSITY INDEX OF 70% FOR NON-COHESIVE SOILS AND G !:9 SUB BASE COURSE: UNBOUND PAVEMENT TYPE 2,3. ICBR 45)
TESTED AND APPROVED BY THE GEOTECHNICAL CONSULTANT PRIOR TO THE PLACEMENT OF THE NEXT LAYER. THE TOP 300mm OF EJ MIN. COMPACTED THICKNESS: 125mm. MIN. COMPACTION: 100% ROD).
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THE ROAD SUB GRADE IS TO BE COMPACTED TO A MINIMUM OF 98% RELATIVE DRY DENSITY.
...
LOWER SUB BASE COURSE: UNBOUND PAVEMENT TYPE 2.5. ICBR 15)
4. THE WHOLE OF THE MATERIAL IN ANY PARTICULAR LAYER SHOULD BE HOMOGENOUS, AND IF NECESSARY SMALL QUANTITIES OF ~,-
THICKNESS AS INSTRUCTED. MIN. COMPACTION: 100% ROD.
FILL DIFFERING FROM THE REST SHOULD BE SPREAD AS A THIN LAYER OVER THE WHOLE SITE AND INCORPORATED INTO A FULL
IPROVISIONAL)
LAYER. IN A CUTIFILL SITUATION THE GEOTECHNICAL CONSULTANT MAY DIRECT THAT ANY EXISTING SOIL WITHIN 600mm OF THE SUBGRADE INSPECTION
FINISHED SURFACE LEVEL BE REMOVED AND REPLACED WITH FILL EQUIVALENT TO THE GENERAL FILL MATERIAL. THE MATERIAL SO
NATURAL SUB GRADE MIN. 95% ROD FOR FILL PLACED TO WITHIN 300mm OF LEVEL AND 97% ROD FOR THE TOP 300mm BELOW THE
REMOVED MAY, IF IT OTHERWISE MEETS THE SPECIFICATION, BE USED AS GENERAL FILL AS ABOVE.
FINISHED SUBGRADE LEVEL.
~
5. IMPORTED FILL IN ALLOTMENTS IS TO CONSIST OF HOMOGENOUS MATERIAL CONTINUOUSLY GRADED WITH A MAXIMUM PARTICLE SIZE :=
!Q~
OF 100mm, A MAXIMUM LINEAR SHRINKAGE OF B%, 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 <~ RDD RELATIVE MAXIMUM DRY DENSITY
GRADED WITH A MAXIMUM PARTICLE SIZE OF 100mm, A MINIMUM CBR OF 8, AND A MOISTURE CONTENT BETWEEN -2% TO +2% OF
~~ # MIN. DEPTH TO BE DETERMINED BY THE ENGINEER AFTER TESTING OF THE INSITU SUB-GRADE.
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,379B "GUIDELINE ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS". ALL TESTING AND INSPECTIONS
ARE TO BE CARRIED OUT BY A NATA CERTIFIED LABORATORY APPOINTED BY THE GEOTECHNICAL CONSULTANT IN ACCORDANCE
TOPSOIL:
WITH LEVEL ONE TESTING AS SET OUT IN APPENDIX B OF AS,379B. THE CONTRACTOR SHALL PROVIDE CERTIFICATION TO THE ENGINEER
TOPSOIL IS TO BE REMOVED, STOCKPILED, AND REUSED TO COVER ALL DISTURBED EARTHWORKS TO A MINIMUM COMPACTED DEPTH OF
ON COMPLETION OF THE EARTHWORKS.
75mm. AND GRASSED.
NOTE:
7. ALL "UNCONTROLLED FILL" IDENTIFIED ON SITE TO BE REMOVED TO NATURAL SURFACE LEVEL AND, IF SUITABLE, REUSED AND
ALL PAVEMENT WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH SUNSHINE COAST REGIONAL COUNCIL GUIDELINES AND
PLACED AS SPECIFIED ABOVE.
SPEClFICA TIONS.
PAVEPNT DETAIL
ROAD EXTENSION - LANEWAY
PROJECT DRAWING TITLE A550CIA TED CONSULTANT
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PROPOSED ACCOMODATION AND CIVIL WORKS NOTES CARL aRUNSIC.lll All n WAS 336
20 Mary Strl!et, NOOSQville:
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COMMERCIAL DEVELOPMENT AND DRAWING TODCONSULTlNG P.O. Box 61, Noos.,ille OLD 4566
Phon. (07) 5449 9600 FDx (07) 5449 9494
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’ESSENCE OF PEREGIAN’ SCHEDULE . ENGINEERS
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F 21.11.11 AMENDED AS CLOUDED Otlll’!;. PRYSTUPA 0".. A. VENESS ~oh
MAY 2010
_D<T"" DAVID LOW WAY STAGE 1 AND 2 E 11.10.11 AMENDED AS CLOUDED
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FAX (07)337B 9173
PHON.E (07)3 711026
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SCANLON PROPERTY GROUP of pereglan beach A 2B.05.10 PRELIMINARY ISSUE D. REYNOLDS RPEQ 9072
Job
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Drawing No.
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