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202329 Eumundi Noosa_REV G 190723

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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

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Vis                                                                                                                                                                               SW FIELD INLET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Sewer MH:                                                                                                                            ito                                                                                                                                                                         IL: 9.96
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EASE                                                              r
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   IL: 8.838                                                                         M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            E M T ENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Type: 150PVC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Type: 150 PVC                                                                                                                                                                        BIO RETENTION /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 B                                                                                                                                                                                                                                            Sewer MH:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Sewer
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Line:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               cords*
                                                        PIT                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Sewer MH:                                              MH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SP20                                                                                                                   DETENTION BASIN                                                                                                              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
                                                                                                                                                                                                                                                                      RC e c o *
                                                                                                                                                                                                                                                                                 s)
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                                                                                                                                                                                                                                                                   50
                                                                                                                                                                                                                                                            11
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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:
                                                                                                                                                                                                                                                                                              E           12/07/2023
                                                                                                                                                                                                                                                                                                          07/07/2023           Issued for Consultant Coordination                                                                                                                                                                                                                                       All dimensions to be varified and checked on
                                                                                                                                                                                                                                                                                              F           19/07/2023           Issued for Development Application                                                                                                                                                                                                                                       site. These designs, drawings, specifications                                   PT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PO Box 781 Tewantin Q 4565                                                      79 - 83 Eumundi Noosa Road                                                                                                           SITE PLAN - GROUND LEVEL                                                                                        202327                    PT                        DA.0.04
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Architect Registration # 5386 QLD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        and the copyright thereof are the property of                                                                                                                                                                                                                           For CAPITAL PRUDENTIAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        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                                                                                                  1:200 @ A1                                                                                                      19/07/2023                Concept                   F
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