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The first. The best. The only NoosaWatch™.

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Attachment 8 - Survey plan

of 30

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            W (B)
                                                                                                                                                                            18.40




                                                                                                                                                                                                                                                                                                                                     S
                                          )




                                                                                                                                                                                                                         18.05
                                        (D




                                                                                                                                         18.73




                                                                                                                                                                                                                                                                                                                                         (C




                                                                                                                                                                                                                                                                                                                                                           17.87
                                    E




                                                                                                                                                                                                                                                                                                                                           )
          19.45
                                                                                                                                                                                                                                                                                                                                                                                           D)




                                                                                                                                                                                                                                                                                                                                                                            17.99
                                                                                                                                                                                                                                                                                                                   17.51
                                                                                                                                                                                                                                                                                                                                                                                                   C (




                                                                                                                                                                                                      18.54




                                                                                                                                                                                                                                                       17.7417.75
                                                                                                                                                                                                                                              )




                                                                                                                                                                                                                                                                                                                                                                                       17.89
                                                                                                                                                                                                                                            (B                                               E




                                                                                                                    )
                        )                                                                                                                                                                                                                                                                         (B




                                                                                                                  (A




                                                                                                                                                                                                  18.41
                      (D                                                                                                                                                                                                               E




                                                                                                                                                                           18.6418.66
                                                                                                                                                                                                                                                                                                                                                                                                                              (D)




                                                                                                                                                                                                        W
                  E                                                                                                                                                                                                                                                                                      )                                                                                                                                 C




                                                                                                                       D
                            19.87




                                                                                                                                                                                                                                                      17.72




                                                                                                                                                                                                                                                                                                                                                           S
                                                                                                                                                                                                            (B
                                                                                                                                                        18.95
                                                                                                      19.12




                                                                                                                                                                                                                                                                                                                                                                                               (C)
                                                                                                                                                                                                                                                                                                                                                                                                 5
                                                                                                                                                                                                               )




                                                                                                                                                                                                                                                                                                                                                               (C




                                                                                                                                                                                                                                                                                                                                                                                             17.9
                                                                                                                           19                                                                                                                                                                                                                                                                                                                                            D)




                                                                                                                                                                                                                              18.19




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             W (B)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     C (




                                                                                                                                                                                                                                                                                                                                                                 )
                                                                                                                                                     18.86




                                                                                                                                                                                                                                                                      17.66
                                                                                                                                                                         18.79




                                                                                                                                                                                                                                                                                                                                         17.56




                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                                                                                                                                                                                                                                      E




                                                                                                                                                                                                                                                              17.81




                                                                                                                                                                                                                                                                                                                                                                              17.75
  20.09
                                                                                                                                                                                                                                                                                                                           (B                                                                                                                                                                           (D)




                                                                                                                                                                                                              18.31
      20                                                                                                                                                                                                                                                                                                                     )                                                                                                                                                                                    C




                                                                                                                                                                                                                                      W
                                                                                                                                                                 18.92




                                                                                                                                                                                                                                             17.90




                                                                                                                                                                                                                                                                                                                                                                                                                                                       17.66
                                                                                                                                                                                                                                                                                                                                                                                                    17.62
                                                                                                                                                                                                                                                                                                                                                                   17.60




                                                                                                                                                                                                                                                                                                                                                                                                   17.73
                                                                                                                                                                                                                                          (B
                                                                                                                                                                                                                                        0
                                                                                                          19.24




                                                                                                                                                                                                                                                     17.69
                                                                         19.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                D)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 D (A)




                                                                                                                                                                                                                                 18 18.0
                                                                                                                                                                                                                                             )
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            C (




                                                                                                                                                                                                                                                                                                                                                                                                                                   17.69




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      17.26
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      D (A)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          16.88
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        17.54




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 16.62
                                                                                                                                                                                                                                                                                                                                                 E                                                                                                                                                                                                                                                                                                D (A)
                                                                                                                                                                                                                                                                                                                                                     (B                                                     (D)




                                                                                                                                                                                                         18.43
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        D)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               W (B)
                                                                                                                                                                                                                                                                                                                                                                                                                     S
                                                                                                                                                                                                                                                                                                                                                       )                                                                                                                                                                                                                                    C (




                                                                                                                                                 19.13




                                                                                                                                                                                                                                                      W
                                                                                                  19.37
                                                                                  19.38
                                                                                                                                                                                                                                                                                                                                                                                                                                                   (D)




                                                                                                                                                                                                                                                             (B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     D)




                                                                                                                                                                                        19.07
                                                                                                                                                                                                                                                                                                                                                                               E                                                                            S                                                                                                                                                          C (




                                                                                                                                                                                                                                                               )
                                                        19.92
                                                                                                                                                                                                                                                                                                                                                                                      (B
                                                                                                                                                                                                                                                                                                                                                                                         )




                                                                                                                                                                 19.19
                                                                                          19.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (D)                                                                                                                                                     D)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S                                                                                                                                                  C (




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        17
                                                                                                                                                                                                                                                                          W
                                                                                                                                                                                                                                                                                                                                                                                                               E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                (D)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                W (B)
                                                                                                                                                                                                                                                                                                                                                                                                                    (B                                                                                                  (D)




                                                                                                                                    19.50 19.41




                                                                                                                                                                                                                                                                              (B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    LEGEND:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            C
                                                                                                                                                                                                                                                                                                                                                                                                                      )
                                                20.24




                                                                                                                                                                                                                                                                                )
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               S

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  D)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               (D)                                                                                                                                            C (                   Road                              Terrain
                                        20.28




                                                                                                                                    19.59




                                                                                                                                                                                                                                                                                                                                                                                                                                    18.3518.28
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Kerb Back                       Driveway




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         18.04
                                                                         19.89
                                                                                                                                                                                                                                                                                                                                                                                                              18




                                                                                                                                                         19.49




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      17.92
                                                                                                                                                                                                                                                                                    W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   17.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Kerb Invert                     Footpath




                                                                                                                                                                                                                                                                                                                                                                                                                                           E
    = 4 1 :




                                                                                                                                                                                                                                                                                        (B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      (D)
  Z 939 86.2 1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Edge of Bitumen                 Slab Edge




                                                                                                                                                                                                                                                                                                                                                                                                                                                 (B
                                                                20.32




                                                                                                                   19.64
     20 .51 1
    7 0 BM




                                                                                                                                                                                                                                                                                         )
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S
       .4 1




                                                                                                                                                                                                                                                                                                                                                                                                                                                   )
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Edge of Gravel                  Retaining Wall Base
  70 09 e



         76
 = 5 it




                                                                                 19.79




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    W (B)
Y X= S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    (D)                                                                                                          Road Crown                      Retaining Wall Top




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    17.91
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              E




                                                                                                                                19.64
                                                                                                                                                                                                                                                                                                         W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           S                                                                                                     Traffic Park Meter              Change of Grade
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  (B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    )                                                                                                                                                                                                                                                            Traffic Light                   Top of Bank




                                                                                                                                                                                                19.37
                                                                                                                                                                                                                                                                                                             (B
                                                                                                                                                                                                                                                                                                               )                                                                                                                                                                                                                                                                                                                                          (D)                                                                                    Traffic Pit                     Toe of Bank
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Traffic Sign                    Waterline
                                                                                                                                                                                                                                                                       19                                                        W                                                                                                                                                                       E                                                                                                                                                                                                                                       Traffic Post Box                Garden Edge
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              (B                                                                                                                                                                                (D)
                                                                                                                                                                                                                                                                                                                                     (B                                                                                                                                                                           )                                                                                                                                                                                      S                          Structures                                   Creek Toe of Bank




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    W (B)
                                                                                                                                                                                                                                                                                                                                          )                                                                                                                                                                                                                                                                                                                                                                                                                                      Creek Top of Bank
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Building Line
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       (D)                       Roof Ridgeline                  Creek Invert




                                                                                                                                                                                                                      19.53
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           E
                                                                                                                                                                                                                                                                                                                                                             W                                                                                                                                                                                   (B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Fence Line                      Creek Waterline
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       )




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    17.53
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Gate                            Tree




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 18
                                                                                                                                                                                                                                                                                                                                                                   (B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        17.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            17.77
                                                                                                                                                                                                                                                                                                                                                                        )                            W (B)                                  W (B)                                  W (B)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      W (B)                                                                                                                       E (B)                                                                                          Hand Rail                       Tree Canopy
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                W (B) E (B)                                          E (B)                                                                               W (B)
                                                                                                                                        19.89
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       W (B)                              W (B)                     W (B)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            E (B)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Cattle Grid                     Control Point/PSM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    17.84




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            17.70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    17.57




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       17.41
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Bollard              Drainage
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Sewer                                D(*)  Drainage line
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S(*)     Sewer Line                    Open Drain




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                18.23
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Valve                         Manhole




                                                                                                                                                                                                                                                      19.71
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Inspection Opening            Field Inlet
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Manhole                       Downpipe




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            18.31




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                E (B)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Electrical                        Communications




                                                                                                                                                                                                                                                                                                                                                                                                            18.85
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E(*)     Electricity Line        C(*)  Communication Line
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EOH      Overhead Line           TOH   Overhead Line
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Pits/Manholes                 Pits/Manholes
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Pole                          Pillar




                                                                                                                                                                                                                                                                                                                                                                                                                                   18.84
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Street Light         Gas
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Light In-Ground               Gas Line




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    E (B)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         G(*)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Water                                      Valve
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Marker




                                                                                                                                                                                                                                                                                                                                                                                       19.16
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        W(*)     Water Line




                                                                                                                                                                                                                                                                                                                                                                                                                                       19.04
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Meter                General
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Valve                         Pothole




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      18.68
                                                                                                                                                                                                                                                                                                 19.93
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            H    Fire Hydrant




                                                                                                                                                                                                                                                                                                                                                                                                                                                     19
                                                                                                                                                                                                                                                                                                                                                                                                                                                 19.03
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Tap                  Subsurface Utility - QL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    E 
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