Development Application Part 3 - Construction Management Plan, Floor Plans · OPW11/0335

      GENERAL NOTES:
      I. ALL WOK ON THIS CONTRACT 61D BE (ARM OUT N A((NE)AIII WITH THE JOB SPECIFICATION AM TO THE SAMMIT110111
                                                                                                                                                                                                                                                                                DRAWING SCHEDULE
      OF THE LOCAL AUTHORITY AND THE OKWIL                                                                                              ASPHALT TYPE 061

      Z. THE CONTRACTOR 6 TO CONTACT EMERIDL IEISTRA, (0M0 AID OTHER SUM AUTI1*IES AND LOCATE EX61115,
                                                                                                                                        MMLM (MALTED DEPTH
                                                                                                                                        90r ON HOT NTNIN
                                                                                                                                                                                                                                                                          10525-C1      avL WORKS NOTES AND
                                                                                                                                        PRIMER 0UI/.M.                                                                                                                                  DRAWING SCHEDULE
      IAOERCROUD SERVICES PRIOR TO (N6TNET0I.

      3. CONDUIT LOCATIONS F SHORN ON THE PLANS ARE PAOV   WIL ONLY AND THE CONTRACTOR 6 TO LIAISE WITH THE DOW,                                                                                                                                                          10525-C2      SITE FRONTAGE WORKS
      TELSTRA AND THE ELECTRICAL, CONSULTANT FOR THEIR FINAL PIA16 NEDMIELY POOR TO LAYNS ROAD AND FOOTPATH                                                                                                                                                                             PLAN
      CONDUITS
                                                                                                                                                             I
      A. THE 00(0015 DESIGN 6 BASED PARTLY ON A DATA TE0RA1 MODEL (OPLDER GENERATED FROM TIE SITE SURVEY AND SOME                                                                                                                                                         10525-C3      FRONTAGE WORKS
      ELDENTS OF THE SURVEY DATA ARE INTERPOLATED AND MAY VARY FROM THE ACTUAL SITE (ONI11TMG THE (RNIRA(TOI                                                                                                                                                                            DETAILS
      SMALL LASE WITH THE DOE& AND ARVE1OI AND SET OUT TIE WORKS ONLY FROM APPROVED MOM PEGS AND LEVEL
      RE1101 MARKS.
                                                                                                                                                                                                                                                                          10525-C4      BILK EARTHWORKS
      S. THE CONTRACTOR 6 TO ORGAIRSE HIS WORKS SO THAT EROSION, DEPOSITOR OF T. AND STOHNAIEO RUNOFF FROM THE 190                                                                                 COMPACTED SUBGRADE TO                                                                PLAN SHEET 1
      SUE DOES LOT EXCEED THE PRE (O6TRULTON RATES AT ANY POW AS A RESULT OF HIS AC106.                                                 LEAN NIX PAVEMENT                                          9S% RELATIVE D06111
      6. (FEAR ALL VEGETATION FROM T00SE AREAS TO BE EXCAVATED OR FLIED. N OTHER AREAS MERE (FEARING 6 SP((FED,                         COMPACTED N Mm LAYERS
      SELECTED (1EA01 ONLY 6 10 BE TARRED OUT BY RETAINING HOSE TREES W01(0 BY THE DOtER AND LEAVING THE AREA                           1010% RELATIVE DENSITY
                                                                                                                                                                                                                            . EIOSTOG PAVEINI TO BE
                                                                                                                                                                                                                            (UT BANK UNTIL FIAT DEPTH
                                                                                                                                                                                                                                                                          10525-CS      BULK EARTHWORKS
      N A CONDITION SUITABLE FOR SLASHING.                                                                                                                                                                                  PAVEMENT EXPOSED,                                           PLAN SHEET 2
      7. THE CNTRACTW 6 TO PRESENT W THE )90 FOR (II- MAINTENANCE AND Of-P01ENAINE Ngww WHEN DIRECTED BY                                                                                                                                                                  10525-C6      BULK EARTHWORKS
      THE ENf1EER WITH ALL PIPES, ROADS AND ALLOTMENTS FREE OF NRB6N 01 Al AID WITH FOOTPATHS AND PARK AREA                                                                PAVEISENT JOINT DETAIL                                                                                       DETAILS
      SLASHED OR HON, AND UNDERGROUND SERVICES OPENED FOR INSPECTION.
                                                                                                                                                                       ROAD WIDENING - DAVID LOW WAY
      R. NO WORK 6 TO (100110 ON THE SITE UNTIL 14 APPROVAL OF THE (11900 HAS BEEN RECEIVED IN WRITING AND AN OFFKIAL                                                                                                                                                     10525-C1      LIEMARKING AND SIGNAGE
      PRE-START MEETING WITH A REPRES(NTATM O (OIM(L AND THE ENGINEER HAVE KEN HELD. THE CONTRACTOR 5 TO OBTAIN
      A COPY OF THE MINUTES OF THE PRO-START MD TOG AND SHALL COMPLY WITH ALL REMAREIENTS THOM.
                                                                                                                                                                                                                                                                                        PLAN
l71
      9. ALL CONSTRUCTION 6 TO K SET OUT BY THE CONTRACTOR FROM PEGGNi OF ROAD WITEREIE, MANHOLE Pww, LOT
      SIAM AND TNk PROVIDED BY THE PRINCIPALS LICENSED SURVEYOR
                                                                                                                                                                                                                                                                               THESE DRAWINGS ARE TO BE READ N WN1AEI101111
                                                                                                                                                                                                                                                                               METH GEOTEON(AL REPORT N1. M7-IRA
      EARTHWORKS NOTES
                                                                                                                                                                                                                                                                               BY    BUTLER PARTNERS PTY. LTD.
      t CLEAR ALL VEGETATION FROM THOSE AREAS TO BE EXCAVATED OR FILLED. ALL RUBBISH NELL11G DEBRIS FROM CLEARING 6 TO                                                                                                                                                         DATED APRIL 20110
      K DISPOSED IN  ACCORDANCE WITH THE STAIOARDS Of THE LOCAL AUTHORITY. BURNING WILL NOT K ALLOWED

      2. ALL ORGAN( MATERIAL, TOPSOIL, AM IA6UTABLE SUBGRAOES ARE TO K STRIPPED FROM THE AREA 10 Of FILLED AM
      REMOVED FROM THE SITE       EXCEPT THAT SUFFICIENT TOPSOIL 6 TO BE RETAINED FOR RESPREACN0 TO A Will DEPTH OF NOr
      ALL OVER THE SITE AFTER FILLING TO LEVEL     WITH IMPORTED FILL AFTER STRIPPING AS ABOVE THE MOLE SITE 6 TO K
      ID PACTED AND PROOF ROILED TO THE SATISFACTION OF THE        GiEO1EDN AL CONSULTANT PRIOR TO PLACING Of IMPORTED FLL.

      3. FLING 610 K (ANTED OUT N (0(100100 LAYERS NOT TO EXCEED 2N9r DEPTH BY 2501.'. EACH LAYER 6 TO BE
      COMPLETELY COMPACTED TO
      A MINIMUM OF 95% RELATIVE DRY 006ITY FOR COHESIVE SELLS OR A 10NIM DENSITY INDEX O 70% FOR NN-COHSME SIDES AND
      TESTED AND    APPROVED BY THE GEOTFON(AL CONSULTANT P00R TO THE PLACEMENT OF NNE NEXT LAYER. THE TO[ 30000 OF
      THE ROAD A.OGRADF IS TO BE   COMPACTED TO A MKM O 90% RELATIVE CRY DENSITY.

      A. THE WHOLE O THE MATERIAL N ANY PARTICULAR LAYER SHOULD BE HOMOGENOUS. AND F NECESSARY MALL QUANTITIES OF
      FILL OFFERING FROM THE      REST SHOULD BE SPREAD AS A TON LAYER OVER THE WHOLE STTE AND INCORPORATED INTO A FULL
      LAYER. N A M/FLU SITUATION THE        IROTEOENAL CONSULTANT MAY DREG THAT ANY EXISTING SELL WITHIN AEON OF THE
      FINISHED SURFACE LEVEL BE REMOVED AND REPLACED WITH       FBI EOIIVAIEHI TO THE MENU F LL MATERIAL THE MATERIAL SO
      REMOVED MAY, F IT OTHERWISE MEETS THE SPECfAlO0, K USED AS MCA               FILL AS ABOVE.

      S. IMPORTED FLL N ALLOTMENTS 5 TO CONSIST OF 100111OUS MATERIAL CONTINUOUSLY GRADED WITH A MAXIMUM PARTICLE SQE
      DE 111.., A   MAXIMUM LINEAR SHRINKAGE OF 0%, AND A MOISTURE (ONTENI BETWEEN -2% TO -2% O OPTIMUM MG511RE
      CONTENT AT THE THE O COMPACTION.      !PORTED FILL N ROADWAYS 6 TO (O66T OF HOMOGENOUS MATERIAL CONTINUOUSLY
      GRADED WITH A MAX" PARTICLE SIZE OF 1046, A MURAL          (BR O 1, AND A MOISTURE CONTENT BETWEEN .7% 10 .2% OF
      OPTIMUM MOISTURE (ORIENT AT THE THE O COMPACTION(

      A. THE CONTRACTOR SHALL ENURE THAT ALL WOK 6 CARRIED OUT. TESTED AND CERTIFIED AS CONTROLLED FILL N (OPLNANCE
      WITH A53T91     'O.OELN ON EARTHWORKS FOR (NIOCL4 AND RESIDENTIAL DEVELOPMENTS'. ALL TESTING AND INSPECTKNIS
      ARE TO BE CARRIED OUT BY A RATA     CERTIFIED LABORATORY APPOINTED BY THE GEOTEDIKAL CONSULTANT IN ACCORDANCE                                      TOPSOIL
      WITH LEVEL ONE TESTING AS SET OUT N APPENDIX B OF AS319L THE CONTRACTOR SHALL PROVIDE LERTFCATDN TO THE DOW                                        TOPSOIL 6 10 BE REMOVED, STOCKPILED, AND R06ED 10 COYER ALL 01100(0 EARTHWORKS TO A NU (0PA(TED DEPTH OF
      ON COMPLETION O THE EARTHWORKS.                                                                                                                    7511. AND GLASSED.
                                                                                                                                                         im-
      7. ALL 'UNCONTROLLED RL' OENTFI0 ON SITE TO N MOVED TO NATURAL SURFACE LEVEL AND, F S1ATAlLE, REMISED ARID                                         ALL PAVEMENT WORK 6 TO BE CARRIED WI N ACCORDANCE WITH 91101E COAST REGIONAL (OTC GUIDELINES AND
      PLACED AS SPECIFIED   MOVE.                                                                                                                        SPECIFICATIONS.



                                                                                                                                                                           PAVEPENT DETAIL
                                                                                                                                                                       ROAD EXTENSION - LANEWAY




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                 PROPOSED ACCOMODATION AND                                                                                    CIVIL WORKS NOTES                                                                                                                                                               20
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                 'ESSENCE OF PEREGIAN'                                                                                        SCHEDULE                                                                                                                               ENGINEERS
                                                                                                                                                                                                                                                                                                 'PI. PRYSTWA ' A. VOESS        tr. MAY 901
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