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Architecturals change reps

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SP208257




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Window




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SE UND

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                K
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AC
      14.56




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          BO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          TB
                                                           14.33                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Vis
                                        14.24                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ito                                                                                                                                                                                  Sewer MH:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        r                                      6M BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       IL: 6.535
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SETBACK                                                                                                                           Type: 150 PVC

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EMTSewerBMH:                                                                                                                                      EASE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Vis
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ito
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        r
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SW FIELD INLET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    IL: 9.96
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    IL: 8.838                                                                                                                                                 M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             E M T ENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Type: 150PVC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SP20  8257
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Type: 150 PVC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          BIO RETENTION /                                                                                                                        Sewer MH:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Sewer
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Line:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DETENTION BASIN                                                                                                                                                                                         cords*
                                                        PIT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Sewer MH:                                                                                            MH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SP20                                                                                                                                                                                                                                                                  IL: 6.512
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        from re ords)
                                     14.22
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      IL: 8.888                                                                                                 8257                                                                                                                                                                                                                                                             Type: 150 PVC                               *Plo tte d
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     5.53 (f
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ro re
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               m   c
                                                       14.33                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Type: 150 PVC                                                                                                                                                                             Booster Cabinet                                SITE BOUNDARY                                                                                                                        SW MH:                                         DS IL:       : 150 PV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    T yp e
                               Site Benchmark                            14.27                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                IL: 7.10
                                  RL 14.23m                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           MH                                                                                                                                                                                      Type: 150PVC
                                                                                                                                                                                                                                                                                                                             12.43                                                                       11.80                                                       11.29
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 10.89                                                                        Concrete
                                                                                                                                                                                                                                13.03                                        12.72
                                                                   MH                                                                                                          13.49                         13.20                                                                                                 MH                                                                                                                                                                                                                                                                         Driveway
                                                                                                                             13.98                                                                                                                             Concrete footpath                                                                                                                                                                                                                                PIT                          MH                                                                                                                                                                                                               MH 9.48
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    11.26                                                                                                                                                                                                                                                                                                                                                                          Concrete footpath
                                                                                                          14.14
                                                                                                                        Concrete footpath                     13.71                                            13.20                                                                                                     12.37                                                                       11.79                                                                                                                                                       10.44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Site Benchmark PIT                                                                                                                                                            9.01
                                                                                                                                                                                                                                                                         12.69                                                                                                                                                                                      sign                                                                                                                                                                                         RL 9.68m                                                                                                                                                                                                                                                       MH                                                                    8.06
                                                                                                                                                                                                                                                                                                                                               12.18                                                                                         11.40                                         10.98                                                                                                                                                                                                                                                                                9.31                                                                                                                                           8.50
                                                                                                                                                                                                                                               12.81                                                                                                                                                                                                                                                                        sign                                                                                                                9.71                                                                                                                                                                                                    8.87
                                                                                                                                                                                                   13.22                                                                                                                                                                                                                                                               11                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               10                                                                                                                                                                                                                                                                                                                                                                    nne
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   10.32
                                                                                              14.21                                                  13.78                                                                                                                                                                                          12                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             MH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  cha8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                8.90
                                                                                                                                                                                                                   13                                                                                                                                                                               11.69                                                                                                                                                                                                                                                                                                              9.47                                               9.22                                                                                                                               8.53        sign
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          and
                                                                                                                                                                                                                                                                                12.40                                                                                                                                                                                                  10.88
                                                                                                                                                                                                                                                                    Kerb and channel                                                                                                                                                                                                                                                                                               10.23                                                    SW Gully trap:                                                                             SW MH:                     SW MH:                                                    Sewer MH:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    b
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Ker
                   14.54                                                                                     14                                                                                            13.13                                                                                                                                                                                                                                                                                                                                                                                                                                   IL: 8.27
              d




                            14.42                                                           14.10                                                    13.68                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            IL: 8.146                   IL: 8.140                                                 *Plotted from records*
           an




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Type: 300 PVC                                                                       Type: 300 PVC                                                                               IL: 7.65 (from records)                                                                                 8.26                           SW MH:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Type: 525 PVC
         isl




                                                                                                                                                                                                                   D r i v e
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Type: 150 PVC                                           SW MH:                                                                         IL: 5.86



                                                                                                                   H e a d l a n d
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Sewer MH:
        ic




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SW MH:                                                   8.06
     aff




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              *Plotted from records*                                                                                                 IL: 7.05                                                                      Type: 600RCP
     Tr




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              IL: 7.69 (from records)                                                                                         Type:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               8.67450RCP                               IL: 7.05
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    8.94
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Type: 450RCP                                                                             8.17
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      9.93                                                                                                   9.54                      Type: 150 PVC                                                                                                                                        8.35
                                                                                                                                                                                                                                                                                                                                                                                                                                            11.41                                                                                     10.63
                                             14.47                                                                                                                                                                                                                                     12.58                                                                                           11.84                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8.78
                   14.40            Traff                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Centreline of road
                                            ic isla                        14.26                                                                                                                                                       12.95
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        nd
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                8.22
                                                      nd                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Traffic Isla
                                                                                                                                                                                                   13.29
                                                                                  14.24                                                         13.81                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    8.46
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                8.11

                                                                            14.25
                                                                                                                                                   Centreline of road
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               8.35
                                                                                                                                                                                                                                                                            RC e c o *
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                                                                                                                                                                                                                                                                                     ds
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          Notes:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               B L A C K                                                                                                                                            Project:                                                                                                                              Drawing Title:                                                                                                       Project No.                 Drawn By                  Drawing No.
                                                                                                                                                                                                                                                                                                                         Rev           Date                     Description                                                                                                                                                                                                                                                                                                                                                                                  Use figured dimensions in preference to scale.                                                                                                                                                        Contact information:
          1. These drawings represent a concept design for preliminary cost analysis (MAY 2023) and are NOT FOR CONSTRUCTION                                                                                                                                                                                             V             24/01/2024               Council Decision Notice Response                                                                                                                                                                                                                                                                                                                                                             All dimensions to be varified and checked on
                                                                                                                                                                                                                                                                                                                         W             30/01/2024               Council Decision Notice Response                                                                                                                                                                                                                                                                                                                                                             site. These designs, drawings, specifications
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PO Box 781 Tewantin Q 4565                                                       79 - 83 Eumundi Noosa Road                                                                                                            SITE PLAN                                                                                                            202327                      PT                        WD.0.05
          2. The drawings and diagrams provided herewith are NOT FOR CONSTRUCTION OR BUILDING APPROVAL and to be used for preliminary D&C tendering only.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Architect Registration # 5386 QLD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             and the copyright thereof are the property of                                                                                                                                                                                                                                          For CAPITAL PRUDENTIAL
             Structure & Services coordination has not been undertaken.
                                                                                                                                                                                                                                                                                                                         X
                                                                                                                                                                                                                                                                                                                         Y
                                                                                                                                                                                                                                                                                                                                       15/02/2024
                                                                                                                                                                                                                                                                                                                                       29/02/2024
                                                                                                                                                                                                                                                                                                                                                                Client Review Issue
                                                                                                                                                                                                                                                                                                                                                                Consultant Coordination Issue
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Blackwood and must not be used, retained or                                                                                       W O O D                                                             Ph: 0416 037 424
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   [email protected]                                                  79 - 83 EUMUNDI NOOSA ROAD & 26                                                                                                       Scale                                                                                                                Date                        Project Stage             Revision
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             copied without the written authority of
                                                                                                                                                                                                                                                                                                                         Z             4/03/2024                Updated Building Layout Submission                                                                                                                                                                                                                                                                                                                                                           Blackwood.                                                                                a r c h i t e c t u r e                               &       d e s i g n                                   www.blackwoodarchitecture.com.au                                                 HEADLAND DRIVE, NOOSAVILLE QLD 4566                                                                                                   
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