Civil Package

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              NOTE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.      FOR GENERAL NOTES REFER DWG No. C01, WHICH IS TO BE REQUESTED AND VIEWED PRIOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2.      THE CONTRACTOR WILL MAKE HIMSELF FULLY AWARE OF THE EXISTING FEATURES OF THIS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SITE AND ENSURE ANY ADDITIONAL WORKS NOT SHOWN ON THIS PLAN ARE INCLUDED IN THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CONTRACT.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              3.      LOCATION AND DEPTH OF ANY EXISTING SERVICES IDENTIFIED BASED ON SURVEY, DBYD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      AND COUNCIL RECORDS. IT IS THE CONTRACTORS RESPONSIBILITY TO CONFIRM ACTUAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      LOCATION AND DEPTH PRIOR TO CARRYING OUT ANY EXCAVATION OR TRENCHING WORKS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              4.      CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING SERVICES ON SITE AND WITHIN
                                                                                                                                                                                                                                                                                               135                                                                                                                                                                                                                                                                                    VERGE PRIOR TO COMMENCEMENT OF WORKS.

                                                                                                                                                                                                                                                                                             RP160425                                                                                                                                                                                                                                                                         5.      CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR TO ANY DEMOLITION WORKS




                                                                                                                                                                                                                               8
                                                                                                                                                                                                                            .7
                                                                                                                                                                                                                        29
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      COMMENCING ON SITE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              6.      ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE CLEARED, MULCHED, GRUBBED AND
                                                                                                                                                                                     29                                                                                                                                                                                                                                                                                                                                                                                               REMOVED FROM SITE IN ACCORDANCE WITH APPROVED VEGETATION CLEARING PLAN (BY
                                                                                                                                                                                         .41




                                                                                                                                                                                                                                                                 8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      OTHERS) OR IF SCHEDULED STOCKPILE FOR USE BY LANDSCAPER.




                                                                                                                                                                                                                                                              .8
                                                                                                                                                                                                                                                              29
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              7.      CONTRACTOR TO LOCATE ALL EXISTING UTILITIES ON SITE AND MAKE SUITABLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ARRANGEMENTS TO HAVE DISCONNECTED PRIOR TO DEMOLITION WORKS BEGINNING.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  v
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              8.      PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE




                                                                                                                                                                                                                                                                                                        8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS




                                                                                                                                                                                                                                                                                                     .0
                                                                                                                                                                                                                                                                                                 30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          v
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CAN COMMENCE.
                                                                                                                                                                                                                                                                              PA
                                                                                                                                                                                                                                                                                   LM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              9.      CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING PROPERTIES AND




                                                                                                                                                                                                                                                                                                                                                                                                                                                               .9
                                                                                                                                                                                                                                                                                                                                                                                                                                                               30
                                                                                                                                                                           9
                                                                                                                                                                                                                                                                                         0.




                                                                                                                                                                        .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      v
                                                                                                                                                                                                                                                                       UM




                                                                                                                                                                       29
                                                                                                                                                                                                                                                                                             20
                                       EXCAVATE, DEMOLISH AND                                                                                                                                                                                                                B                 90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              10.     CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS, RETAINING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .8
                                                                                                                                                                                                                                                                            0.5




                                                                                                                                                                                                                                                                                                                                                   9
                                                                                                                                                                                                                                29
                                                                                                                                                                                                                                                                                    4




                                                                                                                                                                                                                                                                                                                                                                                                                                                               30
                                                                                                                                                                                                                                                                                                                                                .2
                                                                                                                                                                                                                                                                  UM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    8
                                                                                                                                                                                                                                   .2




                                                                                                                                                                                                                                                                                                                                               30
                                     REMOVE EXISTING POOL, ALL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WALLS AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .9
                                                                                                                                                                                                                                         7                                     1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  v
                                                                                                                                                                                                                                                                    B
                                                                                                                                                                                                                                                                         0.2 008




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               30
                                                                                                                                                                                                                                                                                                                                                                                                                                                  30.83
                                  PAVING AND FENCING FROM SITE                                                                                                                                                                                                              50                                                                                                                                                                                                                                                                                                11.     WHERE NECESSARY, CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS TO CARRY
                                                                                                                                                                                                                                                                               50                                                                           UM                                                                                30.79                                                                                                                                   OUT SERVICES RELOCATION OR ALTERATIONS.
                                                                                                                                                                                                                                                                                  4                                                                           B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              v
                                                                                                                                                                                               Pool                                                                                           PAVE
                                                                                                                                                                                                                                                                                                   D                                                               0.2                                                                    DEMOLISH AND REMOVE
                                                                                                                                                                                                                                                                                              FROM AREA ES
                                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING DRIVEWAY AND




                                                                                                                                                                                                                                                                                                                                                                                                                                   it
                                                                                                                                                                                                                                                                                                   AERIA   TIMA
                                                                                                                                                                                                                                                                                                               TED                                                      06




                                                                                                                                                                                                                                                                                                                                                                                                                            a P
                                                                                                                                                                                                                                                                                                                                                                                                         30.61
                                                                                                                                                                                                                                                                                                         L
                                                                                                                                                                                                                                                                                                                                                                              04




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          v
                                                                                                                                                                                                                                                                                                                                                                                                                                                         2
                                                                                                                                                                                                                                                                                                                                                                                                                                          CROSSOVER AND




                                                                                                                                                                                                                                                                                                                                                                                                                                                      .6
                                                                                                                                                                                                                                                                                                                                                                                                                                                      30
                                                                                                                                                                                                                                                                                                                                                                                                                          str
                                                                                                                                                                                                                                                                                                                                                                                                                                          REINSTATE KERB AND




                                                                                                                                                                                                                                                                                                                                                                                                                       Tel

                                                                                                                                                                                                                                                                                                                                                                                                                                      7
                                                                         137




                                                                                                                                                                                                                                                                                                                                                                                                                                   .6
                                                                                                                                                                                                                                                                                                                                                                                                                                          VERGE




                                                                                                                                                                                                                                                                                                                                                                                                                                30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      v
                                                                      RP160425                                                                                                                                                                                                                                                                   DRIV




                                                                                                                                                                                                                                                                                                                                                                                                8
                                                                                                                                                                                                                                                                                                                                                      EW




                                                                                                                                                                                                                                                                                                                                                                                             .3
                                                                                                                                                                                                                                                                                                                                                                  AY
                                                                                                                                                            4




                                                                                                                                                                                                                                                                                                                                                                                        30
                                                                                                                                                         .1
                                                                                                                                                        29




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  v
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .6
                                                                                                                                                                                                                                             136




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              v
                                                                                                                                                                                                           0
                                                                                                                                                                                                            TED.2




                                                                                                                                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                                                                                                                                                                         .5
                                                                                                                                                                                                        TIMA 29


                             DEMOLISH ALL BUILDINGS,




                                                                                                                                                                                                                                                                                                                                                                                                                                          1
                                                                                                                                                                                                                                                                                                                                                                                                                       30



                                                                                                                                                                                                                                                                                                                                                                                                                                        .4
                                                                                                                                                                                                                                                                                                                                                                                                                                        30
                              STRUCTURES, RETAINING                                                                                                                                                                                                                                                                                                                     30.27
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             LEGEND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         v
                                                                                                                                                1




                                                                                                                                                                                                                                                                                                                                               04
                                                                                                                                           .0




                                                                                                                                                                                                                                                                                                                                        4
                                                                                                                                                                                                                                                                                                                                   0.20
                                                                                                                                           29




                          WALLS AND INFRASTRUCTURE
                                                                                                                                                                                           FROM AREA ES




                                                                                                                                                              UMB 1.01010




                                                                                                                                                                                                                                                                                                                                                                  5
                                                                                                                                                                                                                                                                                                                                                                 060
                                                                                                                                                                                                                                                                                                                         K
                                                                                                                                                                                                                                                                                                                      BAN
                                                                                                                                                                                                      L




                               AND REMOVE FROM SITE
                                                                                                                                                                                                AERIA




                                                                                                                                                                                                                                                                                                                                                                                                                  .4 43
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SW                EXISTING STORMWATER DRAINAGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    v
                                                                                                                                                                                                                                                                                                                                                                                                                30 30.
                                                                                                                                                                                                                                                                                                                                                             0.2




                                                                                                                                                                                                                                                                                                                                                                                                                    7
                                                                                                                                                                                                D
                                                                                                                                                                                           PAVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                W                 EXISTING RETICULATED WATER




                                                                                                                                                                                                                                                                                                                                                        BW


                                                                                                                                                                                                                                                                                                                                                                                  2
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                                                                                                                                                                                                                                                                                                                                                                                                                30.




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                                                                                                                                                                                                                                                                                                                                                                         30




                                                                                                                                                                                                                                                                                                                                                                                                                                    0




                                                                                                                                                                                                                                                                                                                                                                                                                                                              REET
                                                                                                                                                                                                                                                                                                                                                                                                                   41




                                                                                                                                                                                                                                                                                                                                                                                                                                   .3
                                                                                                                                                                                                                                                                                                                                                                                                                                30
                                                                                                                                                                                                                                                                                                                                                                                    4                                                                                                                                                                                                                           S                 EXISTING SEWER MAIN
                                                                                                                                                                                                                                                                                                                                                                                070
                                                                                                                                                                                                                                                                                                                                                                             0.231308




                                                                                                                                                                                                                                                                                                                                                                                                                           itumen
                                                                                                                                                                                                                                 Existing Dwelling




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           v
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    v                             OVERHEAD POWER LINE




                                                                                                                                                                                                                                                                                                                                                                                                             f Kerb
                                                                                                                                                                                                                                                                                                                                                                            M .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     v


                                                                                                                                                                                                                                                                                                                                                                        PALOD 0




                                                                                                                                                                                                                                                                                                                                                                                                  CJ
                                                                                                                                                                                                                                    Floor Level                                                                                                                           O                                                                                                                                                                                                                                 /            /        FENCING
                                                                                                                                                                                                                                                                                                                                                                       TW




                                                                                                                                                                                                                                                                                                                                                                       CJ
                                                                                                                                                                                                                                     RL29.37
                                                                                                                              .90




                                                                                                                                                                                                                                                                                                                                                                                                                             f B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       v
          LOCATE EXISTING WATER AND




                                                                                                                                                                                                                                                                                                                                                                                                       Back o
                                                                                                                            28




                                                                                                                                                                                                                                                                                                                                       8                                                                                                                                                                                                                                                                                          EXISTING TREE
                                                                                                                                                                                                                                                                                                            WAT 0.5120




                                                                                                                                                                                                                                                                                                                                                                                                                      Edge o




                                                                                                                                                                                                                                                                                                                                                                                                                                                         ME ST
        SEWER SERVICE CONNECTIONS,
                                                                                                                                                              05
                                                                                                                                                        0.208




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   v
                                                                                                                                                                                                                                                                                                                          FOOT
        ARRANGE DISCONNECTION AND                                                                                                                                                    410                                                                                                                                                                                                                                     CONTRACTOR TO CLEAR
                                                                                                                                                                                                                                                                                                                              PATH
                                                                                                                                      PINE                                .51
                                                                                                                                                                                                                                                                                                                                                                                                        9




                                                                                                                                                                                                                                                                                                                                                            7
                                                                                                                                                                                                                                                                                                                                                                                               30.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                      4
                                                                                                                                                                                                                                                                                                                                                   8 30.1




                                                                                                                                                                                                                                                                                                                                                                                                                                                    .3
           CAP OFF AT SITE BOUNDARY.                                                                                                                                                                                                                                                                                                                                                                                         AND GRUB ALL VEGETATION
                                                                                                                                                                       E 0




                                                                                                                                                                                                                                                                                                                                                                                                                                                30
                                                                                                                                                              PIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           v
                                                                                                                                                                                                                                                                                                                                                                                                                       30.14ON SITE UNO


                                                                                                                                                                                                                                                                                                                                                140
                                                                                                                                                                                                                                                                                                                                                                                                                       Gully Pit

                                                                                                                                                                                                                                                                                                                                               0.4
                                                                                                                                                                                                                                                                                                                                                                                                                       IL 29.1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       v
                                                                                                                                                                                                                                                                                                                                                                                                                 30
                                                                                                                                                                              PINE 0.51410




                                                                                                                                                                                                                                                                                                                                                                                                            SW
W




                                                                                                                                                                                                                                                                                                                                                                                                                      .14
    W                                                                                                                                                                                                                                                                                                                           E
                                                                                                                                                                                                                                                                                                                                6




                                                                                                                                                                                                                                                                                                                                                                                          1
         W




                                                                                                                                                                                                                                                                                                                                                                                        .2
                                                                                                                                                                                                                                                                                                                            PIN
                                                                                                                                                                                                                                                                                                                             30

                                                                                                                                                                                                                                         v




                                                                                                                                                                                                                                                                                                                                                                                    30
                   W




                                                                                                                                                                                                                                                                                                                                                                                                                                               DELOR

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               v
                                                                                                                                                                                                                                                                                                                           51



                          W                                                                                                                                                                                             v


                                                                                                                                                                                                    006                                                                                                               6
                                  W
                                                       27                                                                                                                                                                                                                                                        30




                                                                                                                                                                                                                                                                                                                                                                                                       SW
                                                                                                                                                                                                                                                                                                                      0.2




                                                                                                                          7
                                                                                                                      28.0
                                                      Sew.e52
                                          W

                                                                                                                                                                                               .41


                                                                                                                                                                                                                                                                                                                                                                                    30.13
                                                                                                                                                                                                                                                                                                           1
                   S
                                                                                                                                                                                                                                                                                                                                                                             0
                                                                                                                                                                                               v


                                                                                                                                                                                                           207



                                                                                                                                                                                                                                                                                                                                                                                                   CP
                                                  W
                                                                                                                                                                                                                                                                                                                                           30.06
                                                                                                                                                                                             0                                                                                                          0.3                                                        141
                              S

                                                                                                                                                                                                      0.31
                                                            W
                                                            r
                                                                                                                                                                                                                                                                                                                   E




                                                                                                  Water Meter                                                                  v
                                                                                                                                                                                           B                                                                                                                                    6                            .4
                                  S
                                                                Manh
               v

                                                                                                                                                                                        UM                                                                                                                                   130
                                                                                                                                                                                                                                                                                                             PIN




                                                                      W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           v
                                                                                                                                                                                                                                                                                                  E                                                      D 0


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                                                                                                                                                                                                   G
                                          S
                                                                                                                                                                                     4




                                                                                    W
                                                                                                                                                                                                F I
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                                                                                                                                                                                 .9




                          v


                                                                                                                                                                                                                                                                                                                          .25
                                                  S




                                                                                                                                                                                                                                                                                                                                                                                                       2
                                                                                                                                                                                                                                                                                                                                                                                                  SW
                                                                                                                                                                                                         WAT 0                                                                                                                                          O
                                                                                                                                                                               28




                                      v