20220130-CV Set

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              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
                                                                                                                                                                                                                                                                           B         90




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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .8
                                                                                                                                                                                                                                                                         0




                                                                                                                                                                                                                                                                                                                                                    9
                                                                                                                                                                                                                             29
                                                                                                                                                                                                                                                                                       4




                                                                                                                                                                                                                                                                                                                                                                                                                                                               30
                                                                                                                                                                                                                                                                                                                                                 .2
                                                                                                                                                                                                                                                                UM         . 51




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      8
                                                                                                                                                                                                                                .2




                                                                                                                                                                                                                                                                                                                                                30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      WALLS AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .9
                                                                                                                                                                                                                                      7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  v
                                                                                                                                                                                                                                                                   B            0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               30
                                                                                                                                                                                                                                                                     0.2          08                                                                                                                                                              30.83
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              11.     WHERE NECESSARY, CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS TO CARRY
                                                                                                                                                                                                                                                                        50
                                                                                                                                                                                                                                                                              50                                                                         UM                                                                                   30.79                                                                                                                                   OUT SERVICES RELOCATION OR ALTERATIONS.
                                                                                                                                                                                                                                                                                 4                                                                            B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              v
                                                                                                                                                                                              Pool                                                                                          PAVE
                                                                                                                                                                                                                                                                                                D                                                                  0.2
                                                                                                                                                                                                                                                                                            FROM AREA ES




                                                                                                                                                                                                                                                                                                                                                                                                                                   it
                                                                                                                                                                                                                                                                                                 AERIA  TIMA
                                                                                                                                                                                                                                                                                                             TED                                                         06




                                                                                                                                                                                                                                                                                                                                                                                                                                a P
                                                                                                                                                                                                                                                                                                                                                                                                        30.61
                                                                                                                                                                                                                                                                                                      L
                                                                                                                                                                                                                                                                                                                                                                              04




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          v
                                                                                                                                                                                                                                                                                                                                                                                                                                                         2
                                                                                                                                                                                                                                                                                                                                                                                                                                                      .6
                                                                                                                                                                                                                                                                                                                                                                                                                                                      30
                                                                                                                                                                                                                                                                                                                                                                                                                             str
                                                                                                                                                                                                                                                                                                                                                                                                                       Tel

                                                                                                                                                                                                                                                                                                                                                                                                                           7
                                                                      137




                                                                                                                                                                                                                                                                                                                                                                                                                        .6
                                                                                                                                                                                                                                                                                                                                                                                                                     30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      v
                                                                   RP160425                                                                                                                                                                                                                                                                          DRIV




                                                                                                                                                                                                                                                                                                                                                                                               8
                                                                                                                                                                                                                                                                                                                                                             EWAY




                                                                                                                                                                                                                                                                                                                                                                                            .3
                                                                                                                                                          4




                                                                                                                                                                                                                                                                                                                                                                                       30
                                                                                                                                                         .1
                                                                                                                                                         29




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  v
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .6
                                                                                                                                                                                                                                          136




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              v
                                                                                                                                                                                                        0
                                                                                                                                                                                                         TED.2




                                                                                                                                                                                                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                                                                                                                                                                                                       .5
                                                                                                                                                                                                     TIMA 29




                                                                                                                                                                                                                                                                                                                                                                                                                                         41
                                                                                                                                                                                                                                                                                                                                                                                                                     30



                                                                                                                                                                                                                                                                                                                                                                                                                                           .
                                                                                                                                                                                                                                                                                                                                                                                                                                        30
                                                                                                                                                                                                                                                                                                                                                                        30.27




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         v
                                                                                                                                             01




                                                                                                                                                                                                                                                                                                                                         4 04
                                                                                                                                               .




                                                                                                                                                                                                                                                                                                                                        0
                                                                                                                                            29




                                                                                                                                                                                                                                                                                                                                       2
                                                                                                                                                                                         FROM AREA ES




                                                                                                                                                              UMB 1.01010                                                                                                                                                           0.




                                                                                                                                                                                                                                                                                                                                                                   5
                                                                                                                                                                                                                                                                                                                                                                060
                                                                                                                                                                                                                                                                                                                              K
                                                                                                                                                                                                                                                                                                                   BAN
                                                                                                                                                                                                   L
                                                                                                                                                                                              AERIA




                                                                                                                                                                                                                                                                                                                                                                                                                 .4 43




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    v
                                                                                                                                                                                                                                                                                                                                                                                                               30 30.
                                                                                                                                                                                                                                                                                                                                                             0.2




                                                                                                                                                                                                                                                                                                                                                                                                                   7
                                                                                                                                                                                             D
                                                                                                                                                                                         PAVE




                                                                                                                                                                                                                                                                                                                                                         BW


                                                                                                                                                                                                                                                                                                                                                                                  2
                                                                                                                                                                                                                                                                                                                                                                           .3
                                                                                                                                                                                                                                                                                                                                                                                                               30.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               v
                                                                                                                                                                                                                                                                                                                                                                         30




                                                                                                                                                                                                                                                                                                                                                                                                                                    30




                                                                                                                                                                                                                                                                                                                                                                                                                                                               REET
                                                                                                                                                                                                                                                                                                                                                                                                                     41




                                                                                                                                                                                                                                                                                                                                                                                                                                   .
                                                                                                                                                                                                                                                                                                                                                                                                                                30
                                                                                                                                                                                                                                                                                                                                                                                 0 7 04                                                                                                                                                                                                                                        LEGEND
                                                                                                                                                                                                                                                                                                                                                                              0.231308




                                                                                                                                                                                                                                                                                                                                                                                                                            en
                                                                                                                                                                                                                              Existing Dwelling




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           v
                                                                                                                                                                                                                                                                                                                                                                                                            f Kerb
                                                                                                                                                                                                                                                                                                                                                                            M .
                                                                                                                                                                                                                                                                                                                                                                         PALOD 0




                                                                                                                                                                                                                                                                                                                                                                                                                          f Bitum
                                                                                                                                                                                                                                 Floor Level                                                                                                                                                                                                                                                                                                                                                                      SW                 EXISTING STORMWATER DRAINAGE

                                                                                                                                                                                                                                  RL29.37                                                                                                                               TWO
                                                                                                                               .90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       v
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  W




                                                                                                                                                                                                                                                                                                                                                                                                      Back o
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING RETICULATED WATER
                                                                                                                             28




                                                                                                                                                                                                                                                                                                                     8
                                                                                                                                                                                                                                                                                                          WAT 0.5120




                                                                                                                                                                                                                                                                                                                                                                                                                     Edge o




                                                                                                                                                                                                                                                                                                                                                                                                                                                       ME ST
                                                                                                                                                                       5                                                                                                                                                                                                                                                                                                                                                                                                                                          S                  EXISTING SEWER MAIN
                                                                                                                                                   080




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   v
                                                                                                                                             E 0.2
                                                                                                                                                                                                                                                                                                                         FOOT
                                                                                                                                                                                 41     0                                                                                                                                    PATH
                                                                                                                                       PIN                                   .51                                                                                                                                                                                                             30.2
                                                                                                                                                                                                                                                                                                                                                                                                       9




                                                                                                                                                                                                                                                                                                                                                         17




                                                                                                                                                                                                                                                                                                                                                                                                                                                      4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          v                          OVERHEAD POWER LINE




                                                                                                                                                                                                                                                                                                                                                                                                                                                  .3
                                                                                                                                                                       E 0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       v




                                                                                                                                                                                                                                                                                                                                                         0.




                                                                                                                                                                                                                                                                                                                                                                                                                                                30
                                                                                                                                                                                                                                                                                                                                                  408 3
                                                                                                                                                              PIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           v
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              /            /         FENCING
                                                                                                                                                                                                                                                                                                                                                                                                                     30.14
                                                                                                                                                                                                                                                                                                                                                                                                                     Gully Pit

                                                                                                                                                                                                                                                                                                                                                .41
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING TREE
                                                                                                                                                                                                                                                                                                                                                                                                                     IL 29.1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       v
                                                                                                                                                                                                                                                                                                                                                                                                                30
                                                                                                                                                                             PINE 0.51410                                                                                                                                               E 0




                                                                                                                                                                                                                                                                                                                                                                                                           SW
W




                                                                                                                                                                                                                                                                                                                                                                                                                     .14
    W
                                                                                                                                                                                                                                                                                                                                       6




                                                                                                                                                                                                                                                                                                                                                                                        21
        W
                                                                                                                                                                                                                                                                                                                                    PIN
                                                                                                                                                                                                                                                                                                                                30

                                                                                                                                                                                                                                      v




                                                                                                                                                                                                                                                                                                                                                                                      .
                                                                                                                                                                                                                                                                                                                                                                                   30
                W




                                                                                                                                                                                                                                                                                                                                                                                                                                               DELOR

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               v
                                                                                                                                                                                                                                                                                                                             51



                       W                                                                                                                                                                                             v

                                                                                                                                                                                                      06                                                                                                             6
                               W
                                                    27                                                                                                                                                                                                                                                           0




                                                                                                                                                                                                                                                                                                                                                                                                      SW
                                                                                                                                                                                                                                                                                                                     0.2




                                                                                                                      28.0
                                                                                                                           7                                                                         0                                                                                                        13
                                                   Sew.e52
                                       W
                                                                                                                                                                                                   1


                                                                                                                                                                                                                                                                                                                                                                                   30.13
                                                                                                                                                                                                0.4                                                                                                                                                                          0
                S                                                                                                                                                                             v


                                                                                                                                                                                                              207



                                                                                                                                                                                                                                                                                                                                                                                                  CP
                                               W
                                                                                                                                                                                                                                                                                                                                            30.06
                                                                                                                                                                                                                                                                                                      0.3                                                             41
                           S
                                                                                                                                                                                                             1
                                                         W
                                                         r                                                                                                                                                                                                                                                                                                        .41
                                                                                                                                                                                                                                                                                                                 E




                                                                                               Water Meter                                                                     v
                                                                                                                                                                                              B          . 3                                                                                                                            6
                               S
                                                             Manh
            v

                                                                                                                                                                                            UM         0                                                                                                                           30
                                                                                                                                                                                                                                                                                                              PIN




                                                                   W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           v
                                                                                                                                                                                                                                                                                                E                                                             0


                                                                                                                                                                                                                                                                                                                                                                                               0. R
                                       S
                                                                                                                                                                                                  FIG W
                                                                                                                                                                                     4




                                                                                                                                                                                                                                                                                                                                 1
                                                                                 W
                                                                       ole                                                                                                                                                                                                                  PIN
                                                                                                                                                                                   .9




                                                                                                                                                                                                                                                                                                                                                        D
                       v

                                                                                                                                                                                                                                                                                                                               5
                                               S




                                                                                                                                                                                                                                                                                                                                                                                                      2
                                                                                                                                                                                                                                                                                                                                                                                                 SW
                                                                                                                                                                                                                                                                                                                                                     OO
                                                                                                                                                                               28




                                                                                                                                                                                                                                                                                                                             2
                                   v                                                           W
                                                                                                                                                                                                              AT 0.3

                                                                                                                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                                                                                                             m3m
                                                                                                                                                               v

                                                                                                                                                                                                                                                                                                                         .
                                                         S
                                                                                                        W
                                                                                                                                 e                                                                                                                                                                              0                               TW
                                                                                                                             pol                                                                                                                        1208
                                           v                        S
                                                                                                                                                                                                                                                                                                              E
                                                                                                                      W                          v

                                                                                                                                                                                                                                                                                                            N
                                                     v