Appendix F - Survey

Section 2

90.10                                                                                                                                                                                                                                                                                              Meridian: + 0°00'00" RP35096
                                                                                                                                                                                                                                                                                                                                                                                              90.05
                                                                                                                                                                                                                                                                                                                                               90.16       90.10

                                                                                                                                                                                                                                                                                                                                                                                                                             D (C)
                                                                                                                                                                                                                                                                      90.29                     90.24                                                                                                                                                                                                                                                                                                                                                             Title:



                                                                                                                                                                                                                                                                                                                                                                                                                                               //
                                                                                                                                                                                                                                                                                                                                           Gravel                                                                                    89.94                                                                                                                                                                                                                                      VERIFICATION PLOT
                                                                                                                                                                                                                                                                      90.27          90.18
                                                                                                                                                      0°00' Colorbond fence




                                                                                                                                                                                                               90.23
                                                                                                                                                                                90.29                                                                    90.20                                                                                                               90.13                                                                                                                                                                                                                                                                                                 Lot 14 on RP35096
                                                                                                                                                               //




                                                                                                                                                                                                        14                                                                                                                                                                                                                                                                                                                                                                                               2                                                                      5 School Street, Pomona
                                                                                                                                                                                                                                                                                                                                                                                                                                       D (C)



                                                                                                                                                                                                                                                                      Steel shed                                                                                                                                                           89.89
                                                                                                                                                                                                      RP35096                                                                                                                                   90.19 90.16                                                                                                                                                                                                                                           SP316907
                                                                                               21                                                                               90.18                                              90.17
                                                                                                                                                                                                                                                                                                                                                                                                   90.01
                                                                                                                                                                                                                                                                                                                                                                                                                                                          // 56.931


                                                                                                                                                                                                                                                                                                90.08                                          90.04           90.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Rowan Anderson
                                                                                              P5015                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Client:
                                                                                                                                                                                                                                                                                                                                                                            90
                                                                                                                                                                               75.901




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    165°



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Locality:             Pomona
                                                                                                                                                                                                                                                                                                                                                                                                                                                D (C)
                                                                                                                                                              //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SP316907
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        26'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Local Gov:            Noosa Shire Council
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Surveyed By:         WA                   Approved:             CJ
                                                                                                                                                                                                                                                                                                90.10                                                                                                                                                89.92
                                                                                                                                                                               90.16                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Date Created: 23/10/24                    Scale:
                                                                                                                                                    S (D)




                                                                                                                                                                                                                                                                      90.08                                                                    90.05                                                                                                                                                                                                                                                                                                                                                                          1:250
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         //
                                                                                                                                                                  //




                                                                                                                                                                                                               90.14                90.08                                                                                                                                                             89.97
                                                                                                                                                                                                                                                                                                                                                                                                                                                            D (C)




                                                                                               22                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 File Ref:                                                 241221
                                                                                              P5015                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Plan No:                          241221_002_VER Rev:            A

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Page 1 of 3                                                    A3

Section 3

                                                                                                                                                                                                                                                       90.27            90.18




                                                                                                                                         0°00' Colorbond fence
                                                                                                                                                                  90.29                               90.23                                                                                                                         90.13
                                                                                                                                                                                                                                           90.20

                                                                                                                                                                                                 14




                                                                                                                                                                                                                                                                                                                                                                              D (C)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2




                                                                                                                                                  //




                                                                                                                                                                                                                                                                                                                                                                                           //
                                                                                                                                                                                                                                                       Steel shed                                                                                                                   89.89
                                                                                                                                                                                               RP35096                                                                                                   90.19 90.16                                                                                                                                                                                                        SP316907
                                                                  21                                                                                              90.18                                           90.17
                                                                                                                                                                                                                                                                                                                                                        90.01

                                                                                                                                                                                                                                                                               90.08                     90.04            90.00
                                                                 P5015




                                                                                                                                                                                                                                                                                                                                  90
                                                                                                                                                                 75.901
                                                                                                                                                                                                                                                                                                                                                                                                                                       CP




                                                                                                                                                                                                                                                                                                                                                                                               165° //
                                                                                                                                                                                                                                                                                                                                                                                       D (C)
                                                                                                                                                                                                                                                                                                                                                                                                56.93
                                                                                                                                                                                                                                                                                                                                                                                                                                    SP316907




                                                                                                                                                                                                                                                                                                                                                                                                   26'
                                                                                                                                                                                                                                                                                                                                                                                                     1
                                                                                                                                                 //
                                                                                                                                                                                                                                                                               90.10                                                                                                           89.92
                                                                                                                                                                 90.16




                                                                                                                                     S (D)
                                                                                                                                                                                                                                                       90.08                                             90.05




                                                                                                                                                                                                                                                                                                                                                                                                 D (C)
                                                                                                                                                                                                       90.14       90.08                                                                                                                                 89.97
                                                                  22
                                                                 P5015                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LEGEND:




                                                                                                                                         S (D)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Road                               Terrain




                                                                                                                                                                                                                                                                                                                                                                                                                  //
                                                                                                                                                     //
                                                                                                                                                                  90.13                                90.15                                          90.07                                                                                                                                                                                                                                                                                                                 Kerb Back                        Driveway




                                                                                                                                                                                                                                                                                                                                                                                                          D (C)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Kerb Invert                      Footpath
                                                                                                                                                                                                                                                                                                                                                                                                          89.89                                                                                                                                                             Edge of Bitumen                  Slab Edge
                                                                                                                                                                                                                                                                                90.06                       90.05
                                                                                                                                                                          Gravel                                                                                                                                                                                                         89.93                                                                                                                                                                              Edge of Gravel                   Retaining Wall Base




                                                                                                                                                                                                                                                                                                                                                                                                                           Timb
                                                                                                                                                                                                                                                                                                                                                             89.97
C (D
     )                                                                                                                                                                     Pad                                                                                                                                                                                                                                                                                                                                                                                              Road Crown                       Retaining Wall Top
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Traffic Park Meter               Change of Grade




                                                                                                                                         S (D)




                                                                                                                                                                                                                                                                                                                                                                                                                            er fe //
            C (D                                                                                                                                                                                                                                         90.07                                                                                                                                                                                                                                                                                                              Traffic Light                    Top of Bank
                   )                                                                                                                                                                                   90.14 90.08                                                                                                                                                                                                                                                                                                                                                          Traffic Pit                      Toe of Bank




                                                                                                                                                                                                                                                                                                                                                                                                                   D (C)
                                                                                                                                                                 90.12                                                                                                                                                                                                                                                                                                                                                                                                      Traffic Sign                     Waterline




                                                                                                                                                                                                                                                                                                                                                                                                                                 nce
                               C (D
                                     )
                                                                                                                                                                                                                                                                                                                                                                                                                                                     SW Field Inlet:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Traffic Post Box                 Garden Edge
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       D)                                                    Creek Toe of Bank
                                                                                                                                                                                                                                                                                                                                                                                                                                                     IL: 89.559                                                                                      S(       Structures




                                                                                                                                                     //
                                                  C (D                                                                                                                                                                                                                                                                                                                                                                                               Type: 100 PVC                                                                                                          Building Line                    Creek Top of Bank
                                                      )
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Roof Ridgeline                   Creek Invert




                                                                                                                                          S (D)
                                                                                                                                                                 90.15                                         90.15                                                                                                                                          90.00                                                                                                                                                                                                         Fence Line                       Creek Waterline
                                                                                                                                                                                                                                                            90.11                90.08                            90.03                                                                                                                                                                                                                 D)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S(                                    Gate                             Tree
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Hand Rail                        Tree Canopy
                                                                                                                                                                                      Sewer MH:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Cattle Grid                      Control Point/PSM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       D)                                                   Bollard
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     S(




                                                                                                                                                                                                                                                                                                                                                                                                                                     //
                                                                                                                                                                                      (Unable to open)                                                                                                                                                                                              89.96                                                                                                                                                                                        Drainage
                                                                                                                                                                                      IL: 88.45 (from records)                                                                                                                    Sewer Pipe:                                                                                                                                                                                                                 Sewer                                  D(*)    Drainage line
                                                                                                                                                                                      Type: 160 PE-100                                                                                                                            (Abandoned)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S(*)      Sewer Line                       Open Drain




                                                                                                                                           S (D)
                                                                                                                                                     //
                                                                                                                                                                                                                                                                                                                                                              90.05                                                                    n
                                                                                                                                                                                                                                                                                                                                                                                                                                   rde                                                       S(
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                D)                                                                          Valve                            Manhole
                                                                                                                                                                                                                                                                                90.13
                                                                                                                                                                                                                                                                                                                     90.07                                                                                                   Ga                                                                                                                                             Inspection Opening               Field Inlet
                                                                                                                                                                                                                                                        90.14                                                                                                                                                                       S (D)                     S (D)                                                                                                         Manhole                          Downpipe
                                                                                                                                                                                                           90.18                                                                                          S (D)                        S (D)                       S (D)                           S (D)              //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    )
                                                                                                                                                                                                                                                                               S (D)                                                                                                                                                                                                                                                                                                             Communications




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                S (D
                                                                                                                                                                                               S (D)                     S (D)                       S (D)                                                                                                                                                                                                                                                                                                    Electrical
                                                                                                                                                                                                                                                                                                                                            90                                                                                                                                                                                                                    E(*)      Electricity Line        C(*)     Communication Line
                                                                                                           Sewer MH:                                                                                                                                                                                                                                         Garden                            89.86
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EOH       Overhead Line            TOH     Overhead Line
                                                                                                           *Plotted from records*
                                                                                                           IL: 88.58 (from records)                                                                        Sewer MH:                                                                                                      89.98                                                                                                                                                                                                                                             Pits/Manholes                    Pits/Manholes




                                                                                                                                                                          S (C)
                                                                                                           Type: 160 PE-100                                                                                (Unable to open)                                                                                                                                                        //                                                                                                                                                                                       Pole                             Pillar
                                                                                                                                                                                                           IL: 87.32 (from records)                                             90.02                                                                                                                                                                                                                                                                                       Street Light         Gas



                                                                                                                                                      //
                                                                                                                                                                                                           Type: 160 PE-100                                                                                                                                      89.84




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        )
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Light In-Ground                  Gas Line




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S (D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    G(*)
                                                                                                                                                                                                                                                                                                                                                                  T6                                                                                                                                                                                          Water                                          Valve
                                                                                                                                                                                                       90.23                                                                                                                                                                                                                                                                                                                                                      W(*)      Water Line                       Marker
                                                                                                                                                                 90.19                                                                                                  T7
                                                                                                                                                                                                                                                                                                       T8                                                    //                                                                                                                                                                                                             Meter                General
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Valve                            Pothole

                                                                                                                                                                            S (C)
                                                                                                                                                                                                                                                                                                T14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      H     Fire Hydrant
                                                                                                                                         Timber fence

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Tap                  Subsurface Utility - QL




                                                                                                                                                                                                                                                                                                                                                                                                                                                               )
                                                                                                                                                                                                                                                                                                                                                                                                                                                             S (D
                                                                                                                                                                                                                                                                                                                          //
                                                                                                                                                                                                                                                                                               T13                                                                                                                                                                                                                                                                          Sprinkler               * (A)    * QL-A (H±50mm,V±50mm)
                                                                                                                                                                                                                         Garden                                       T15                                                                                              T29
                                                                                                                                                                                                                                                                                                                                                                                                          T30                                                                                                                                                 Fuel                                  * (B)    * QL-B (H±300mm,V±500mm)
                                                                                                                                                      //



                                                                                                                                                                                                                                                                                            4                                                                                                                                                                                                                                                                     P(*)      Fuel Line               * (C)    * QL-C (H±300mm,2D)
                                                                                                                                                                                                                                                                                        .23 '                                                                                                                                                                                                                                                                               Fitting                 * (D)    * QL-D (Exist Record)
                                                                                                                                                                                                                                                                                     40
                                                                                                                                                                                                                                                                                            °51
                                                                                                                                                                              S (C)




                                                                                                                                                                                                                                                                              89.84  /
                                                                                                                                                                                                                                                                                    / 23  8                                 T27




                                                                                                                                                                                                                                                                                                                                                                                                                                                )
                                                                                                                                                                                                                                                                                                                                                                                                                                              S (D
                                                                                                                                                                 90.16

                                              Scale 1:250                                                                                                                                                                                                       T12                                                                        1                                                                                                                                                                                                                  NOTES:

                                                                                                                                                                                                          90.15                             T11              //                                  T16                                    RP35098                                                                                                                                                                                                               1. Drawn to scale on an A3 sheet.
                                                                                                                                                         //




                                                                                                                                                                                                                                                                                                                                                                                                                                        )
                                                                                                                                                                                  S (C)




                                                                                                                                                                                                                                                                                                                    T26
                                                                                                                                                                                                                                 89.93                                                                                                                                                                                                                                                                                                                        2. Contour Interval... 0.25m




                                                                                                                                                                                                                                                                                                                                                                                                                                    S (D
0m                       5                   10                    15                        20                            25                                                                                     T10     //
                                                                                                                                                                                                                                T28                                                                                                                                                                                89.50                                                                                                                                      3. All levels are in metres on the Australian Height
                                                                                                                                                                                                                                                                                                                                                              89.49                                                                                                                                                                                              Datum referred to (PSM154817) - RL 92.282 AHD
                                                                                                                                                                                                                                 n    ce                                                                                  89.53                                                                                                                                                                                                                                  situated in RECTORY ST POMONA.
                                                                                                                                                                 T9                                                         r fe                                              89.59
                                                                                                                                                                                                                        be                                                                                                                                                                                                         90                                                                                                                         4. All Boundaries are vide title and subject to
                                                                                                                                                                                                               90 Tim                                         f Bank




                                                                                                                                                                                                                                                                                                                                                                                                                           )
                                                                                                                                                                                                                                           Bottom o




                                                                                                                                                                                                                                                                                                                                                                                                                      S (D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 confirmation by survey.
                                                                                                                                                                                    S (C)




                                                                                                                                                                                             //
                                                                                                                                                                                            89.82
                                                                                                                                                                                                        89.71                                                                                                                                                                                                                                                                                                                                                 5. The Location of Underground services are in
                                                                                                                                                           //




 S (D)           S (D)               S (D)
                                                                                                                                                                 89.94
                                                                                                                                                                                                                                  90                                                                                                                                                                       S (D)                                                                                                                                                 accordance with AS5488:2019, the Australian
                                                         S (D)           S (D)                                                                                                              89.76                                                                                                                                                                          S (D)
                                                                                         S (D)                   S (D)
                                                                                                                                                                                                                                                                                                                  S (D)
                                                                                                                                                                                                                                                                                                                                               S (D)                                                                                90.39                                                                                                                        Standard for classification of Subsurface Utility
                                                                                                                                                                                                                                                                                       S (D)                                                                                                                                                                                                                                                                     Information (SUI). The exact nature and location
                                                                                                                                                                                                                                 S (D)
                                                                                                                                                                                                                                                             S (D)                                                             90.45                             90.38
                                                                                                                                                                                                       S (D)                                                                                             90.49                                                                        T24                                                                                                                                                                        of these services should be confirmed prior to
                                                                                                                                                                   S (D)                                                                                             90.48                                                                                                            90
                                                                                                                                                                                                                           90.45                        T22                                                                                                                                                                                                                                                                                                      construction.
                                                                                                                                                                          90.17
                                                                                                                                                                                                Top of Bank
                                                                                             Sewer MH:                                                                                                                                                                                                                                                 T23                                                                                                                                                                                                    6. Area vide title : 1868m²
                                                                                             (Unable to open)                                                                                                                                                         T20              T21                                                                                                                T25
                                                                                                                                                                                              90                                                                                                                                                                                                                                                                                                                                                              7. Field Survey Completed on 09/08/2024 & 23/10/2024
                                                                                             IL: 87.04 (from records)                                                                                                    T18
                                                                                                                                                                                                           T17
                                                                                                                                                                                                                                             T19                                                                                                                                    89
                                                                                             Type: 160 PE-100                                                                                                                                                                                                                                                                                                                      88.78
                                                                                                                                                                                                                                                                                                                                        88.95                                      88.86
                                                                                                                                                                                                                                                                                                                      88.99
                                                                                                                                                                                                                                                                        88.99
                                                                                                                                                                                                                                                                                                                                                                                                                                            88.77
                                                                                                                 89.06     Bottom of Bank                                                      89.03
                                                                                                                                                                                                                                                                                                                                                                                      88.77
                                                                                                                                                                                                                                                                                                                          88.96                                                                                                                                                                                             D (D)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             D (D)
                                                                                                                                                                                                                                                                            88.94                                                                                                                                                            88.69                                                   D (D)
                                                                                                                                                                                              89                                                                                                                                                                                                                                                                             D (D)
                                                                                                                          89.05                                                                                    88.98                                                                                                                                                           88.65                                                             D (D)                                                                                                   Level datum: AHD Derived ((PSM154817))
                                                                                                                                                         88.99                                                                                                                                                            88.68                                                                                            D (D)
                                                                                                                                                                                                                                                                                                                                                                                         D (D)
                                                                                                                                                                                                                                                                                                                                                         D (D)                                                                                                                                                                                               Horiz datum: PLAN ((RP35096))
         D (D)                                                                                                                                                                                                                                                                                                              D (D)                                                                                                            88.79
                                                                                                                                                                                                                                                                                                 D (D)
                                                                                                                                                                                                                                                                       D 88.81
                             D (D)            D (D)              D (D)                                                                                     88.79                                                                                                         (D)                                                                                                                                                                                                                                                                                 Coord Origin: Arbitrary ((NW Cor Site))
                                                                                                                                                                                                                                            D (D)
                                                                                                                                                                                                                 D (D)88.84
                                                                                 D (D)                   D (D)                   D (D)                                                D (D)                                                                                                                                                                                         88.91                                                                                                                                                                    GDA System: Not Applicable Coordinate System: Plane 1:1
                                                                                                                 88.77
                                                                                                                                     Channel                                                    89                                                                                                                           88.94                                                                                                                                                                                                                           Meridian: + 0°00'00" RP35096
                                                                                                                                                                                                                        89.01                                         89.01                                                                                                                      88.97                             88.96
                                                                                                                         89.07                             89.05                                                                                                                                                                                        89.06                          89
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Title:
                                                                                                                                                                                                                                                                                        89.05                       89.09
                                                                                                                                                                                                                                              89.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           VERIFICATION PLOT
                                                                                                                                                                                                    89.11
                                                                                                                         89.17 Bottom of Ban
                                                                                                                                             k                                                                                                                                                                                                                                                                                              89.51
                                                                                                                                                                                                                                                                                                                                                                   89.60
                                                                                                                                                                                                                                                                                                                                                                                                                  89.55                                                                                                                                                       Lot 14 on RP35096
                                                                                                                                            89.79                                                                                                                                                                           89.64
                                                                                                                                                                                                                                                                              89.70
                                                                                                                                89.87                                                                                                 89.69                                                                                                                                                                                                                                                                                                                                5 School Street, Pomona
                                                                                                                                         Top of Bank
                                                                                                                                                                          90
                                                                                                                                  90.10                                                                                                                                                                  89.94                                          89.87
                                                                                                                                                                                                        90.01                      90.00                               89.96                                                                                                                     89.82
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Client:               Rowan Anderson
                                                                                                                                                             Unsealed Bitumen Driveway                                                                                                                                                                                                                                                                                                                                                                       Locality:             Pomona
                                                                                                                                                                                                                                                                      Rifle Street                                                                                                                                                                                                                                                                           Local Gov:            Noosa Shire Council
 C (D)           C (D)               C (D)               C (D)           C (D)           C (D)                   C (D)                    C (D)                                               C (D)                     C (D)                       C (D)                     C (D)                      C (D)                      C (D)                         C (D)                           C (D)                            C (D)                     C (D)                   C (D)                   C (D)                  C (D)            C (D)   Surveyed By:         WA                   Approved:             CJ
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Date Created: 23/10/24                    Scale:            1:250
 W (D)           W (D)               W (D)               W (D)           W (D)           W (D)                   W (D)                   W (D)                                                W (D)                     W (D)                       W (D)                     W (D)                      W (D)                      W (D)                         W (D)                          W (D)                             W (D)                     W (D)                   W (D)                   W (D)                  W (D)            W (D)   File Ref:                                                 241221
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Plan No:                          241221_002_VER Rev:            A

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Page 2 of 3                                                    A3

Section 4

                                                                                                 LEGEND:
                                                                                                 Road                               Terrain
                                                                                                               Kerb Back                        Driveway
                                                                                                               Kerb Invert                      Footpath
                                                                                                               Edge of Bitumen                  Slab Edge
                                                                                                               Edge of Gravel                   Retaining Wall Base
                                                                                                               Road Crown                       Retaining Wall Top
                                                                                                               Traffic Park Meter               Change of Grade
                                                                                                               Traffic Light                    Top of Bank
                                                                                                               Traffic Pit                      Toe of Bank
                                                                                                               Traffic Sign                     Waterline
                                                                                                               Traffic Post Box                 Garden Edge

              Tree Schedule                                   Tree Schedule                      Structures
                                                                                                               Building Line
                                                                                                               Roof Ridgeline
                                                                                                               Fence Line
                                                                                                                                                Creek Toe of Bank
                                                                                                                                                Creek Top of Bank
                                                                                                                                                Creek Invert
                                                                                                                                                Creek Waterline
                                                                                                               Gate                             Tree
PointNumber   Type     Diameter Spread Height   PointNumber   Type     Diameter Spread Height                  Hand Rail
                                                                                                               Cattle Grid
                                                                                                               Bollard
                                                                                                                                                Tree Canopy
                                                                                                                                                Control Point/PSM
                                                                                                                                    Drainage

    T1        NATIVE     0.1      1.5     2         T16       NATIVE     0.5      12     22      Sewer
                                                                                                     S(*)      Sewer Line
                                                                                                                                        D(*)    Drainage line
                                                                                                                                                Open Drain
                                                                                                                                                Manhole
                                                                                                               Valve
                                                                                                               Inspection Opening               Field Inlet
    T2        NATIVE     0.2       4      3         T17       NATIVE     0.1      3       8      Electrical
                                                                                                               Manhole                          Downpipe
                                                                                                                                    Communications
                                                                                                     E(*)      Electricity Line        C(*)     Communication Line
    T3        NATIVE     0.2       4      3         T18       NATIVE     0.1      3       8          EOH       Overhead Line
                                                                                                               Pits/Manholes
                                                                                                                                        TOH     Overhead Line
                                                                                                                                                Pits/Manholes
                                                                                                               Pole                             Pillar

    T4        NATIVE     0.2       4      3         T19       NATIVE     0.1      3       4      Water
                                                                                                               Street Light
                                                                                                               Light In-Ground
                                                                                                                                    Gas
                                                                                                                                       G(*)     Gas Line
                                                                                                                                                Valve
                                                                                                     W(*)      Water Line                       Marker
    T5        NATIVE     0.2       4      3         T20       NATIVE     0.1      3       4                    Meter
                                                                                                               Valve
                                                                                                                                    General
                                                                                                                                                Pothole
                                                                                                         H     Fire Hydrant
    T6        NATIVE     0.3       7     20         T21       NATIVE     0.1      3       9                    Tap
                                                                                                               Sprinkler
                                                                                                                                    Subsurface Utility - QL
                                                                                                                                       * (A)    * QL-A (H±50mm,V±50mm)
                                                                                                 Fuel                                  * (B)    * QL-B (H±300mm,V±500mm)
                                                                                                                                                * QL-C (H±300mm,2D)
    T7        NATIVE     0.3       8      8         T22       NATIVE     0.1      3      10          P(*)      Fuel Line
                                                                                                               Fitting
                                                                                                                                       * (C)
                                                                                                                                       * (D)    * QL-D (Exist Record)


    T8        NATIVE     0.3       9     22         T23       NATIVE     0.1      3       5
                                                                                                 NOTES:
    T9        NATIVE     0.1       3      4         T24       NATIVE     0.1      3       5      1. Drawn to scale on an A3 sheet.
                                                                                                 2. Contour Interval... 0.25m
    T10       NATIVE     0.2       5      5         T25       NATIVE     0.1      3       5      3. All levels are in metres on the Australian Height
                                                                                                    Datum referred to (PSM154817) - RL 92.282 AHD
                                                                                                    situated in RECTORY ST POMONA.
    T11       NATIVE     0.4       5      9         T26       NATIVE     0.7      15     28      4. All Boundaries are vide title and subject to
                                                                                                    confirmation by survey.
    T12       NATIVE     0.3       5      7         T27       NATIVE     0.6      12     24      5. The Location of Underground services are in
                                                                                                    accordance with AS5488:2019, the Australian
                                                                                                    Standard for classification of Subsurface Utility
    T13       NATIVE     0.2       5      7         T28       NATIVE     0.4      7      12         Information (SUI). The exact nature and location
                                                                                                    of these services should be confirmed prior to
                                                                                                    construction.
    T14       NATIVE     0.2       5      7         T29       NATIVE     0.5      8      20      6. Area vide title : 1868m²
                                                                                                 7. Field Survey Completed on 09/08/2024 & 23/10/2024
    T15       NATIVE     0.2       5      7         T30       NATIVE     0.6      12     20

                                                                                                Level datum: AHD Derived ((PSM154817))
                                                                                                Horiz datum: PLAN ((RP35096))
                                                                                                Coord Origin: Arbitrary ((NW Cor Site))
                                                                                                GDA System: Not Applicable Coordinate System: Plane 1:1
                                                                                                Meridian: + 0°00'00" RP35096

                                                                                                Title:
                                                                                                              VERIFICATION PLOT
                                                                                                                 Lot 14 on RP35096
                                                                                                              5 School Street, Pomona

                                                                                                Client:               Rowan Anderson
                                                                                                Locality:             Pomona
                                                                                                Local Gov:            Noosa Shire Council
                                                                                                Surveyed By:         WA                   Approved:             CJ
                                                                                                Date Created: 23/10/24                    Scale:            1:550
                                                                                                File Ref:                                                 241221
                                                                                                Plan No:                          241221_002_VER Rev:            A

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