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PART Response to Information Request · OPW11/0335
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GENERAL NOTES:
1. ALL WORK ON THIS CONTRACT IS TO BE CARRIED OUT W ACCORDANCE WITH THE JOB SPECFKA71N AND TO THE SATISFACTION
DRAWING SCHEDULE
OF THE LOCAL AUTHORITY AND THE ENGINEER, ASPHALT TYPE DGIO
MINIMUM COMPACTED DEPTH
2. THE CONTRACTOR IS TO CONTACT ENERGEX. TELSiRA. COUNCIL AND OTHER SERVICE AUTHORITIES AND LOCATE EXISTING 30" ON HOT BITUMEN 10525 -C1 CIVIL WORKS NOTES AND
UNDERGROUND SERVICES PRIOR TO CONSTRUCTION. PRIMER 0 1.0 I /mN. DRAWING SCHEDULE
3. CONOUT LOCATIONS N SHOWN ON THE PLANS ARE PROVISIONAL ONLY AND THE CONTRACTOR IS TO LIAISE WITH THE ENGINKER, 1052541 SITE FRONTAGE WORKS
TELSTRA AND THE ELECTRICAL CONSULTANT FOR THEIR FINAL PLANS IMMEDIATELY PRIOR TO LAYING ROAD AND FOOTPATH
(OMWIiS.
PLAN
4. THE ENGIEERNG DESIGN IS BASED PARTLY ON A DATA TERRAIN MODEL COMPUTER GENERATED FROM THE SITE SURVEY AND SOME 10525-(3 FRONTAGE WORKS
ELEMENTS OF THE SURVEY DATA ARE INTERPOLATED AND MAY VARY FROM THE ACTUAL SITE CONDITIONS. THE CONTRACTOR DETAILS
SMALL LIAISE WITH THE ENGINEER AND SURVEYOR AND SET OUT TNF WORKS OILY FROM APPROVED REFERENCE PEGS AN LEVEL
BENCH MARKS.
10525-(4 BULK EARTHWORKS
S. THE CONTRACTOR IS TO ORGANISE HIS WORKS SO THAT EROSION. DEPOSITION OF T. AND STORMNATER RUNOFF FROM IHE NOB COMPACTED SUBGRADE TO PLAN SHEET 1
SITE DOES NOT EXCEED THE PRE (OISTRU(TDN RATES AT ANY PONT AS A RESULT OF HIS ACTIONS. LEAN MIX PAVEMENT
95% RELATIVE DENSITY
6. (LEAR All VEGETATION FROM HOSE AREAS TO BE EXCAVATED OR FILLED. N OTHER AREAS WHERE CLEARING IS SPECIFIED. COPACTED N 200.0 LAYERS s EXISTING PAVEMENT TO BE
SELECTED (LLARING ONLY 5 TO BE CARRIED OUT BY RETANNG THOSE TREES MARKED BY THE ENGINEER AND LEAVING THE AREA TO 1N% RELATIVE DENSITY CUT BACK UNTL FULL DEPTH
10525-CS BULK EARTHWORKS
N A CONDITION SUITABLE FOR SLASHING PAVEMENT EXPDSED PLAN SHEET 2
7. THE CONTRACTOR IS TO PRESENT DP THE ANI FOR ON- MAINTENANCE AND OFF-MAT NTENANCE INSPECTIONS WHEN DIRECTED BY
10525-(6 BULK EARTHWORKS
THE ENGINEER WITH ALL PIPES. ROADS AND ALLOTMENTS FREE OF RUBBISH OR SILT AND WITH FOOTPATHS AND PARK AREA
SLASHED OR MOWN. AND UIDERGROUA2 SERVICES OPENED FOR INSPECTION.
PAVEMENT JOINT DETAIL DETAILS
ROAD WIDENING - DAVID LOW WAY
0. NO WORK IS TO COMMENCE ON THE SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED N WRITING AND AN OFFICIAL 1052547 LINEMARKING AND SIGNAGE
PRE-START MEETING WITH A REPRESENTATIVE OF COUNCIL, AND THE ENGINEER HAVE BEEN HELD. THE CONTRACTOR IS TO OBTAIN 1T 3-VV ^i V1/^^
A COPY OF THE MINUTES OF THE PRE-START MEETING AND SHALL COMPLY WITH ALL REQUIREMENTS THEREOF.
9. ALL CONSIRUTION IS TO BE SET OUT BY THE CONTRACTOR FROM PEGGING OF ROAD CENTERlIE, MANHOLE POSITIONS, LOT 10525-18 (ROSS SECTIONS AND ROAD
STAKING AND TBMS PROVIDED BY THE PRINCIPALS LICENSED SURVEYOR.
LONGITUDINAL SECTION
EARTHWORKS NOTES
E
E
L CLEAR All. VEGETATION FROM THOSE AREAS TD BE EXCAVATED OR FLIED. ALL RUBBISH INCLUDING DEBRIS FROM CLEARING IS TO
BE DISPOSED IN ACCORDANCE WITH THE STANDARDS OF THE LOCAL AUTHORITY. BURNING WILL NOT BE ALLOWED ASPHALT TYPE DG10 MINIMUM COMPACTED DEPTH
THESE DRAWINGS ARE TO BE READ N CONJUNCTION
30mm ON HOT BITUMEN PRIMER 0 1.0 I /m2.
2. ALL ORGANIC MATERIAL. TOPSOIL, AND UNSUITABLE SUBGRADES ARE TO BE STRIPPED FROM THE AREA TO BE FILLED AND WITH CfOTECHNI(AL REPORT No. 001-16DA
REMOVED FROM THE SITE EXCEPT THAT SUFFICIENT TOPSOIL IS TO BE RETAINED FOR RESPREADING TO A MINIMUM DEPTH Of 100mm 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 DATED APRIL 2010
COMPACTED AND PROOF ROLLED TO THE SATISFACTION Of THE BASE COURSE UNBOUND PAVEMENT TYPE 2.3. ICBR LSI
GEOTECHNICAL CONSULTANT PRIOR TO PLACING OF IMPORTED FILL.
MIN. COMPACTED THICKNESS: 125mm. MIN. COMPACTION: 100% ROD.
3. FILLING IS TO BE CARRIED OUT IN CONTROLLED LAYERS NOT TO EXCEED 200" 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 SUB BASE (OURSE: UNBOUND PAVEMENT TYPE 2.3. ICBR 45)
TESTED AND APPROVEO BY THE GEOTECHNICAL CONSULTANT PRIOR TO THE PLACEMENT OF THE NEXT LAYER. THE TOP 300mm Of MIN. -COMPACTED THICKNESS: 12Smm. AN. COMPACTION: 100% ROD).
THE ROAD SUOGRADE I5 TO BE COMPACTED 10 A MINIMUM OF 98% RELATIVE DRY DENSITY.
LOWER StH BASE COURSE: INBOUND PAVEMENT TYPE 1.5. ICBR 15)
4. THE WHOLE OF THE MATERIAL IN ANY PARTICULAR LAYER SHOULD BE HOMOGENOUS, AND IF NECESSARY SMALL QUANTITIES OF THICKNESS AS INSTRUCTED. MN. COMPACTION 100% ROD.
FILL DIFFERING FROM THE REST SHOULD BE SPREAD AS A THIN LAYER OVER THE WHOLE SITE AND INCORPORATED INTO A FULL !PRDVSIO.SAL .-- -.,
LAYER. IN A NT/FILL SITUATION THE GEOTECHMCAL 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, F IT OTHERWISE MEETS THE SPECIFICATION, BE USED AS GENERAL NATURAL SUBGRAU MN. 95% ROD FOR FILL PLACED TO WITHIN 300" OF LEVEL AND 97% R00 FOR THE TOP 300" BELOW THE
FILL AS ABOVE.
FINISHED SUBGRADE LEVEL.
S. IMPORTED FILL IN ALLOTMENTS IS TO CONSIST OF IDFDGENOUS MATERIAL CONTINUOUSLY GRADED WITH A MAXIMUM PARTICLE SIZE
OF 100", A MAXIMUM LINEAR STNN(AGE OF 8%, AND A MOISTURE CONTENT BETWEEN -2% TO r2% 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 100nm, A MINIMUM (BR OF B. AND A MOISTURE CONTENT BETWEEN -2% TO e2% OF o M K.N. DEPTH TO BE DETERPIALD 3° LID ENGINEER AFTER 115111NG 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 45.3790 'MIN ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS'. ALL TESTING AND INSPECTIONS
ARE TO BE CARRIED OUT BY A NATA CERTIFIED LABORATORY APPOINTED BY THE GEOTECN(AL CONSULTANT N ACCORDANCE
TOPSOIL:
WITH LEVEL ONE TESTING AS SET OUT N APPENDIX 8 OF AS.3790. THE CONTRACTOR SHALL PROVEN CERTIFICATION TO Tit ENGINEER
TOPSOIL IS TO BE REMOVED. STOC PLED. AND REUSED TO COVER ALL DISTURBED EARTHWORKS TO A MINIMUM COMPACTED DEPTH Of
ON COMPLETION OF THE EARTHWORKS.
75a AND GRASSED.
NOTE
7. ALL `UNCONTROLLED FLL- IDENTIFIED ON SITE 10 BE REMOVED TO NATURAL SURFACE LEVEL AND. IF SUITABLE. REUSED AND
ALL PAVEMENT WORK IS TO BE MARRED OUT N ACCORDANCE WITH SUNSHINE COAST REGIONAL COUNCIL TAOOFLKS AND
PLACED AS SPECIFIED ABOVE.
SPECIFICATIONS.
PAVEMENT DETAIL
ROAD EXTENSION - LANEWAY
TOD CONSULTING PTY. LTD.
PROPOSED ACCOMODATION AND CIVIL WORKS NOTES AAA 71 PI MS 9m
20 Mary Slred, N.,sanllr
COMMERCIAL DEVELOPMENT AND DRAWING TOD PD. Bow 61, Noo,o,lIIr 010 1566
Phone 1091 5119 9600 Fns 1011 5449 9494
(Mall rnquiriesOlodronsuIIlnq.rom
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'ESSENCE OF PEREGIAN' SCHEDULE
DAVID LOW WAY (11 STAGE I AND 2
21.11.11 AMEHDEO AS CLOUDED
11.10.11 AMENDED AS CLOUDED
ENGINEERS
STRUCTURAL CIVIL
0n1'S. PRYSIUPA m,.m A. VENESS
4mnm [IrtSa
Om+ MAY 2010
,IN MN
..,J w nr
PEREGIAN BEACH for essence 2108.11 CONSTRUCTION STAGING ISSUE
30.11.10 OPERATIONAL WORKS ISSUE
10.06.10 OPERATIONAL WORKS ISSUE
B. GEORGE
AW..d
H. GRAY N/A
A911
Nhtit, r SCANLON PROPERTY GROUP 20.05.10 PRELIMINARY ISSUE
10525
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