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RFI - Engineering Plans · MCU22/0197

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                  CP                                                                                                                                                                                                                          671
                SP111801                                                                                                                                                                                                                    RP225123
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   NOTES:




                                                                                                                                                                                                                                                                                                                                                                                                                                   S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.    FOR GENERAL NOTES REFER DWG 002, WHICH IS TO BE REQUESTED AND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         VIEWED PRIOR TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED.




                                                                                                                                                                                                                                                                                                                                                                                                                                                          W
                                                                                                                             EXISTING BUILDING, STRUCTURES                                                                                                                                                                              EXISTING SEWER SERVICE TO
                                                                                                                             AND IMPERVIOUS SURFACES TO                                                                                                                                                                                 BE DISCONNECT AND CAPPED                                                                                                                                                                                                                                                                   2.    THE CONTRACTOR WILL MAKE HIMSELF FULLY AWARE OF THE EXISTING
                                                                                                                             BE REMOVED U.N.O                                                                                                                                                                                           OFF DURING CONSTRUCTION                                                                                                                                                                                                                                                                          FEATURES OF THIS SITE AND ENSURE ANY ADDITIONAL WORKS NOT




                                                                                                                                                                                                                                                                                                                                                                                                                                   S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SHOWN ON THIS PLAN ARE INCLUDED IN THE CONTRACT.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .09




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .2




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     37
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3.    LOCATION AND DEPTH OF EXISTING SERVICES BASED ON SURVEY, DBYD




                                                                                                                              8
                                                                                                                            .7
                                                                                                                          38




                                                                                                                                                                                        2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         AND COUNCIL RECORDS. IT IS THE CONTRACTORS RESPONSIBILITY TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2
                                                                                                                                                                                    .5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 37.5
                                                                                                                                                                                   38
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CONFIRM ACTUAL LOCATION AND DEPTH PRIOR TO CARRYING OUT ANY




                                                                                                                                                                                                                                                                                                                                                                                                                                                 2
                                                                                                                                                                                                                                                              1




                                                                                                                                                                                                                                                                                                                                                                                                                                             37.6
                                                                                                                                                                                                                                                             .4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         37




                                                                                                                                                                                                                                                         38




                                                                                                                                                                                                                                                                                                                                                                                                                               S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXCAVATION OR TRENCHING WORKS.




                                                                                                                                                                                                                                                                                                                               2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .5




                                                                                                                                                                                                                                                                                                                             .4



                                                                                                                                                                                                                                                                                                                                               9
                                                                                        BAN




                                                                                                                                                                                                                                                                                                                                          .6
                                                                                                                                                                                                                                                                                                                           38
                                                                                           K 0.




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                                                                                                                                                                                                                                            38.40                                                                                                                                                                       37




                                                                                                                                                                                                                                                                                                                                         38
                                                                                                      2505                                                                                                                                                   38.                                                                                                                                                           .
                                                                                                                                                                                                                                                                 86                                                                                                                                                          96




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                                                                                                          0       4                                                                                                                  38.                                                    9                                                                                                                                                                                                                                                                                                                                      4.    CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING SERVICES ON SITE
                                                                                                                                                                                                                                           49                                         3 8.8                                                                      38.23
                                                                                                                                                                                                                                                                                                                              .90
                                                                                                                                                                                                                                                              38.60                                                         38                         .   64                                                                                                                                                                                                                                                                            PRIOR TO COMMENCEMENT OF WORKS.
                                                                                                                                                                                                                                                                                                                                                    38                                                                                                                                                                                                                                        EXISTING WATER SERVICE TO
                                                                                                                                                                                                                                                               39.15                                                                                                                                                                          37.92                                                                                                                                           BE DISCONNECT AND CAPPED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   5.    CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR TO ANY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    37
                                                                                                                                                                                                                                                                                                                                                                     4
                                                                                                                                                                                                                                                                                                                                                                 .4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              OFF DURING CONSTRUCTION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .93
                                                                                                                                                                                                                                                    39




                                                                                                                                                                                                                                                                                                                                                                38
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DEMOLITION WORKS COMMENCING ON SITE.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SW
                                                                                                                                                                                                                                                      .1                                                                                                                                                                                                                                 37.83
                                                                                                                                                                                                                                                         4




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                                                                                                                                                                                                                                                                                                                                                                                                                                                4
                                                                                                                                                                                                                                                                                                                                                                                                      9
                                                                                                                                5




                                                                                                                                                                                                                                                                                                                                                                                                  .3




                                                                                                                                                                                                                                                                                                                                                                                                                                               .2
                                                                                                                            39.5




                                                                                                                                                                                                                                                                                                                                                   5




                                                                                                                                                                                                                                                                                                                                                                                                 38




                                                                                                                                                                                                                                                                                                                                                                                                                                             38
                                                                                                                                                                                                                                                                                                                                               .9
                                                                                                                                                                                                                                                      .28                                                                                                                                                                                                                                                                                                                                                                          6.    ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE CLEARED, MULCHED




                                                                                                                                                                                                                                                                                                                                           38
                                                                                                                                                          PA                                                                                        39
                                                                                                                                                               LM                                                                                                                                                                                                                        .82                                                                                                                                                                                                                                             AND REMOVED FROM SITE IN ACCORDANCE WITH APPROVED VEGETATION




                                                                                                                                                                                                                                                         39.60




                                                                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                                                                                                                                                                           .06                         38
                                                                                                                                                                    CL                                                                  98                                                                                                          39                                                                                                                                                                                                                                                                                   CLEARING PLAN (BY OTHERS) OR IF SCHEDULED STOCKPILE FOR USE BY
                                                                                                                            39.81                                     UM                                                            38. 39                                                                                                                                                                                                                                                TBM (Nail in Kerb)
                                                                            .   82                                                                                      P                                                          39      .20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         LANDSCAPER.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SW
                                                                         39
                                                                                                                                                                                                                                      .60                             39.
                                                                                                                                                                                                                                                                            56                                                                                                                                                                                                            RL38.17 AHD




                                                                                                                                                                                                                                                                                                                                                                                                                                                W
                                                                                                                                                                                                                                                39.63                                                                                                                                            38                                38
                                                                                                                                                                                                                                                                                                                                                                                                                          74           .5
                                                                2




                                                                                                                                                                                                                                                                                                                                                                                                    .92             38.                                                                                                                                                                                                            7.    CONTRACTOR TO LOCATE ALL EXISTING UTILITIES ON SITE AND MAKE
                                                            .0




                                                                                                                                                                                                                                                                                                                                                                                                                                         2
                                                                                                                                                                                                                                                   .66




                                                                                                                                                                                                                                                               5
                                                           40




                                                                                                                                                                                                                  RL41.03
                                                                                                                                                                                                                                 Stairs




                                                                                                                                                                                                                  Landing




                                                                                                                                                                                                                                                             .6
                                                                                                                                                                                                                                                39                                                                                                                                                                                                                                                                                                                                                                                       SUITABLE ARRANGEMENTS TO HAVE DISCONNECTED PRIOR TO




                                                                                                                                                                                                                                                         39
                                                                                                                                                                                                                                                                                                                                                                         Co




                                                                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                                                                                                                                                                                              ncr




                                                                                                                                                                                                      6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DEMOLITION WORKS BEGINNING.




                                                                                                                                                                                                  .5
                                                                                                                                                                                                                                                                                                                                                                                                                                                         3
                                                                                                                                                                                                                                                                                                                    39                                                             ete                                                         38.
                                                                                                                                                                                                                                                                                                                                                                                                                                                   7




                                                                                                                                                                                                 39
                                                                                                                                                                                                                                 Stairs                                                                                                                                                                             .80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           8




                                                                                                                                                                                                                                                                                  8
                                                                                                                                                                                                                                                                                                                      .5                                                                                                                                                 .6
                                                                                                              4




                                                                                                                                                                                                                                                                                 .7




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                                                                                                                                                                                                                                                                                                                        9                                                                                         38                                                38




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                                                                                                          .8




                                                                                                                                                                                                                                                                                                         .7
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                                                                                                         39




                                                                                                                                                                                                                                                                                                       39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EXISTING DRIVEWAY




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                                                                                                                                                                                                                                                                                                                                                                           .45                                                                       0                                      38.53                                                                                                                                  8.    PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON
                                                                                                                                                                                                                                                                                                                                                                         39                                                                     .7                                                                                                                                            CROSSOVER TO BE REMOVED
                                                                                                     8                                                                                                                                                                                                                                                                                                                                       38
                                                                                                39.9                                         39                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          THIS DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE




                                                                                                                                                                                                                             0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .65
                                                                                                                                                                                                                            .7
                                                                                                                                                 .8




                                                                                                                                                                                                                       39
                                                                                                                                                      0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   38
                                                                                                                                        40                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.




                                                                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                                                                                                                                                     8
                                                                 BANK 0                                                                  40.
                                                                                                                                            01                                                                                                                                                                                   39.6
                                                                        .20405                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     9.    CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING




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                                                                                                                                                                                                                                                                                                                                                                                                                       .30
                                                                                                                                                                                                                                                                                                                                                                                                                   39




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO
                                                                                                                                                                                                                                                                                                                                  .72
                                                                                                                            40




                                                                                                                                                       rs




                                                                                                                                                                                                                                                                                                                             39                                                                                                                                                                                                                                                                                                          COMMENCEMENT OF ANY WORKS ON SITE.
                                                                                                                               . 87




                                                                                                                                                    ai
                                                                                                                                                  St




                                                            TR                                                                                                                                                                                                                                                                                                                                                                                       .29




                                                                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                                                                                                                                                                                                                                                                39




                                                                                                                                                                                                                                                                                                                   01
                                                                    EE                                                                                                                                                                                                                                                                                 7   5




                                                                                                                                                                                                                                                                                                                    .
                                                                                                                             1                                                                                                                                                                                                                      9.




                                                                                                                                                                                                                                                                                                                 40
                                                                          0.3                                             1.2                                                 1                                                                                                                                                                                                                                                                                                                                                                                                                                                    10.   CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES,
                                                                                                                                             7




                                                                                     101                                                                                   .8
                                                                                                                                         .8




                 CP                                                                                                   4                                                                                                                                                                                                                            3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 39.33
                                                                                                                                                                         40
                                                                                                                                       40




                                                                                         0




                                                                                                                                                                                                                                                                                                                                                                                                                                              39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ROADS AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SW
                                                                                                                                                                                                                                                                                                                                                                                            73




                                                                                                                                                                                                                                                                                                                                                                                                                      5
              SP111802




                                                                                                                                                                                                                                                                                                                                                                                                                                                .3 W
                                                                                                                                                                                                                                                                                                                                                                                          .




                                                                                                                                                                                                                                                                                                                                                                                                                    .6
                                                                                                                                                                                                                                                                                                                                                                                       39




                                                                                                                                                                                                                                                                                                                                                                                                                                                  0
                                                                                                                                                                                                                                                                                                                                                                                                                  39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         U.N.O.




                                                                                                                                                                                                                                                                                                                                          10
                                                                                                                                                                        41.04                                                                                                                                                                                                                                                                                                                 39.20
                                                                                                                                 6




                                                                                                                                                                                                                                                                                                                                                                                                                                                             1
                                                                                                                                                                                                                                                                                                                                           .
                                                                                                                             .1




                                                                                                                                                                                                                                                                                                                                        40




                                                                                                                                                                                                                                                                                                                                                                                                                                                             3
                                                                     0




                                                                                                                           41




                                                                                                                                                                                                                                                                                                                                                                                                                                                         39.
                                                                   .5




                                                                                                                                                                                                                                                                                                                                                                                                              6




                                                                                                                                                                                                                                                                                                                                                                                   7
                                                                                                                                                                                                                                                                                                                                                                                                          39.7
                                                                 41




                                                                                                                                                                                                                                                                                                                                                                                 .9
                                                                                                                                                                                  Upper Floor




                                                                                                                                                                                                                                                                                                                                                                              39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   11.   WHERE NECESSARY, CONTRACTOR SHALL OBTAIN ALL NECESSARY




                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                    42
                                                                         .15
                                                                                                                                                                                  Level RL42.49                                                                                                                                                                                                                                                                                                                                                                                                                                          APPROVALS TO CARRY OUT SERVICES RELOCATION OR ALTERATIONS.




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                                                                                                                                                                                                                                                                                                                                                                                                                                                  W
                                                                                                                                                                     41.42




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SOUTHERN CROSS PARADE
                                                                                                                                                                     42.06




                                                                                                                                                                                                                                                                                                                        78




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    39.
                                                                                                                                                                                                                                                                                                                                                                                                                                                         39.9


                                                                                                                                                                                                                                                                                                                                                                                                                                                                         81
                                                      3




                                                                                                                                                                                                                                                                                                                   40
                                                      .1




                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                    42




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             39.70




                                                                                                                                                                                                                                                                                                                                                                                                                                                           9
    EXISTINGTREES TO BE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SW
    FELLED, MULCHED AND




                                                                                                                                                                                                                                                                                                                                                                                                                                                     W
    REMOVED OFF SITE U.N.O
                                                                                                     MA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               40
                                                                                                        CA
                                                                                                           0      .25
                                               0




                                                                                                                                                                                                                                                                                                  Deck




                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                                          060
                                           .5




                                                                                                                                                                                                                                                                                                                                                                                                                                                 .41
                                                                                                                             3
                                         42




                                                                                                                                                                                                                                                                                                RL42.46




                                                                                                                                                                                                                                                                                                                                                                                                                                              40
                                 42.77




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SW
                                                                                                                                                                                                                                                                                                                                  Pandanus Roots




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Edge of Bitumen
                                                                                                                                                                                                                                                                                                                                                                                                                                                     W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   LEGEND:




                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                                                                                                                                                                                                          96                                                                                                                                                                                                                                                                                                                                                                           ADJACENT BOUNDARY
                                             46




                                                                                                                                                                                                                                                                                       41.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SW
                                            .
                                         42




                                                                                                                                                      22
                                                                                                                                                  

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