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Attachment 8 - Survey plan

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                                                                                                                                                                                                                                                                                                          6
                                                                                                                                                                                                                                                                                                        T1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             T2
                                                                                                                                                                                                                5
                                                                                                                                                                                                              T1
                                                                                                                                                                        T6
                                   T5




                                                                                                                                                                                                                                                                                                                                          15.76
                                                                                                                                                                                                                                                                                                                  15.79
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    15




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     15.77
                                                                                                                                                                                                                                                           15.93




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 T2
                                                                                                                                                                                                                                                                                                                                                                         4
                                                                                                                                                                                                                                                                                                                                                                     T1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          LEGEND:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            T2
                                                                                                                                                                                                                                                                                                                                                                                                               2




                                                                                                                                                                                                                                                                                                                                                                                                                                                           3
                                                                                                                                                                                                                                                                                                        16




                                                                                                                                                                                                                                                                                                                                                                                                           T1




                                                                                                                                                                                                                                                                                                                                                                                                                                                       T1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Road                              Terrain




                                                                                                                                                                                                                                                                                                                                                            T9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Kerb Back                       Driveway
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Kerb Invert                     Footpath




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     26
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Edge of Bitumen                 Slab Edge




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               T2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             97
                                                                                                                                                                                                                                                                   T7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                T2
                                                                                                              16.27




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Edge of Gravel                  Retaining Wall Base




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       23
                                                                                                                                                                                                                                                                             7
                                                                                                                                                                                                                                                                           T1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Road Crown                      Retaining Wall Top




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SP
                                                                                                                                                                                                                                                                                                                                  16.23




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   9
                                                                                                                                                                                                                                                                                                                                                                                                                                                               T1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Traffic Park Meter              Change of Grade
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Traffic Light                   Top of Bank
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Traffic Pit                     Toe of Bank
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Traffic Sign                    Waterline
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Traffic Post Box                Garden Edge
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               16                                                                                                                                                                                                                                                                                                                                                                                                                                         Structures                                   Creek Toe of Bank




                                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                                                 T1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           226.381                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Building Line                   Creek Top of Bank
                                                16.69




                                                                                                                                  8 8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     16.10
                                                                                                                              16.616.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       16.38
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Creek Invert
                                                                                                                                                                                                16.66


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           16
                                                                                                                                                                                                                     T8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Roof Ridgeline




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     16.04
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               16.33
                                                                                                                                                                                                                                                                                                                                                                                                                    1
                                                                                                                                                                                                                                                                                                                                                                                                                  T1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        16.08
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       317°51'05"
                                                                                                                                                                                                                                          16.63
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Fence Line                      Creek Waterline




                                                                                                                                                                                                                                                                                                                                                                                                                                                           16.43
                                                                                                                                                                                                                                                                                                                                                                                             16.52




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             16.43 16.37
                   16.74




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 16.15




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   16.17
                                                                                                                                                                                            16.66




                                                                                                                                                                                                                                                                                                                                                                                                          16.49
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Gate                            Tree




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    16.28




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 16.11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       4 8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              16.14
                                                                                                                                                                                                                                                                                                                 16.56
                                                                                                                                                                                                                                      16.63




                                                                                                                                                                                                                                                                                                                                                                16.54




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              16.16
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   16.41




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     16.2
                                                                                                                                                                16.73




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Tree Canopy




                                                                                                                                                                                                                                                                                                                                                                                                                                            16.45
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Hand Rail




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           16.39




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        16.09
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          E (B)




                                                                                                                                                                                                                                                                           16.57
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            E (B)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Cattle Grid
                                                                                                                                                                                                                                   16.64




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   16.18
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Control Point/PSM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         16.26
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             E (B)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  16.2
                                                                                                                                                                                                                                                                                                                                                                                     16.51
             E (B)




                                                                                                                                                                                                                                                                                                                                                                                                                          16.51




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             16.26
                                                                                                                                                                                                                                                                                                                                   16.57
                                                        E (B)                                                   E (B)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    16.21
                                                                                                                                                                E (B)                                        E (B)                                                                                                                                                                                                                                                                             E (B)                                                                                                                                                                                                                                                                                                                                                                                                                                              E (B)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      E (B)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            16.17
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             E (B)
             G (D)                                         G (D)
                                                                                                                                                                                                                                                   E (B)                                                                                                                                                                                                           E (B)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Bollard




                                                                                                                                                                                                                                                                                                                                  16.60
                                                                                                                      G (D)                                         G (D)                                 G (D)                                   G (D)                                      G (D)
                                                                                                                                                                                                                                                                                             E (B)                                    G (D)                                       G (D)
                                                                                                                                                                                                                                                                                                                                                                                                                        E (B)
                                                                                                                                                                                                                                                                                                                                                                                                                         G (D)                                  G (D)                                                              E (B)                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Drainage




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 16.24
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              G (D)                            G (D)
                                                                   16.79




                                                                                                                                                                                                                                                                                                                                                                                    E (B)
                                                                                                                                                                                                                                                                                                                                           E (B)                                                                                                                                                                                                                      G (D)                                         G (D)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              16.24
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       E (B)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       E (B)
         W (D)                                    W (D)                                                   W (D)                                                W (D)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          16.22
                                                                                                                                                                                                        W (D)                                   W (D)                                      W (D)                                    W (D)                                       W (D)                                  W (D)                                  W (D)                         W (D)                            W (D)                                  W (D)                                           E (B)                                                                                                                                                                                                                                                                                                                                                                 Sewer                                D(*)  Drainage line




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  16.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  W (D)                                  W (D)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             E (B)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           16.36
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              16.32
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         G                                                                                                                                                                                                                                                                                                                       D (A)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S(*)     Sewer Line                    Open Drain




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         16.32
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           (D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 16.40
                               //                                                                         //                                                             //                                                                     //                                                  //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   D (A)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Valve                         Manhole
                                                                                                                                                                                                                                                                                                                                                               //                                                   //                                                 //                                    //                                                     //                                                                                        )                                                                                                                                                                                                                         D (A)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Inspection Opening            Field Inlet
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  16.42
               Raised Covered                                                                                                                                                                                                                                                                                                                                                                                                     Raised Covered                                                                                                                                                                                                                                                 (D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       D (A)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Manhole                       Downpipe
                    Deck                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              )




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               D (D)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Communications




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      16.30
                                                                                                                                                                                                                                                                                                                                                                                                                                       
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