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14.50
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SITE BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SP106085
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                                                                    14.26                                                                                                                                                                                                                                                                                                                                                                                                                                                               Window
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                                                                                  14.06
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         AC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               26.68 sq m SP208257
                                                                                                                                                                                                                                                                                                                                                                                              EA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Window




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      14.56




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     BO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TB
                                        14.24              14.33
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Sewer MH:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6M BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                IL: 6.535
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SETBACK                                                                                                   Type: 150 PVC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SW FIELD INLET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Sewer MH:                                                                                                                                                                                                                                                                              IL: 9.96
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EASE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          IL: 8.838                                                                        M                                                            63.73 BIO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              sq RET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  m EN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                E M T ENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Type: 150PVC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Type: 150 PVC                                                                                                                                                                    TION /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     B                                                                                                      DETENTION BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Sewer MH:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Sewer
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Line:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  9.90    10                                                                                                                              IL: 7.10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            MH                                                                                        9.85                                                              Type: 150PVC
                                  RL 14.23m
                                                                                                                                                                                                                                                                                                   12.43                                                        11.80                                               11.29
                                                                                                                                                                                                                                                                                                                                                                                                                                                10.89                                                     Concrete                                                                                                                                                          9.08                                                           9
                                                                                                                                                                                                                                13.03                             12.72                                                                                                                                                                                                                                                                                                                                                                                                                                                                           8.57
                                                                   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
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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                                                                                                                                                                   E           12/07/2023
                                                                                                                                                                                                                                                                                                           07/07/2023        Issued for Consultant Coordination                                                                                                                                                                                                                                                 All dimensions to be varified and checked on
                                                                                                                                                                                                                                                                                               F           14/07/2023        Issued for Development Application                                                                                                                                                                                                                                                 site. These designs, drawings, specifications
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PO Box 781 Tewantin Q 4565                                         79 - 83 Eumundi Noosa Road                                                            SITE PLAN - GROUND LEVEL                                                                      202327                    PT                          WD.0.06
          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.
                                                                                                                                                                                                                                                                                               G
                                                                                                                                                                                                                                                                                               I
                                                                                                                                                                                                                                                                                                           4/08/2023
                                                                                                                                                                                                                                                                                                           18/08/2023
                                                                                                                                                                                                                                                                                                                             Issued for Consultant Coordination
                                                                                                                                                                                                                                                                                                                             D&C TENDER 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
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