2024038-OPW Rev A

                                                                                                                                                                                                                                                                                                   LEGEND




                                 W
                                                                                                                                                                                                                                                                MAJES
                                                                                                                                                                                                                                                                      TIC DR                         D       D




                                                       RL    M/H                                                                                                                                                        4.50m                                                                                W
                                                                                                                                                                                                0.50m
                                                       Sewer                                       Road
                                                                                           oncrete                          C                                                                                                                       0.50m
                                                                                                                                                                                                        00




                                                                                                                                                                                                        rhs
                                                                                                                                                                                                                                               00
                                                  W
                                                                 W
                                                  86.                       W




                                                                                                                                                                                                                                   lhs
                                                                                       Way                                                                   Orna                    Orna
                                                                                                                                                                                     1.66
                                                      50                         Drivewete       W
                                                                                                                                                                                            9




                                                                                                                                                                                                                87.00
                                                                                                               W
                                                                                 Concr                                         W

                                                                                                                                       .75
                                                                                                                                             86
                                                                                                                                             W
                                                                                                                                                   W                                                                                                                  te
                                                                                                                                                             W
                                                                                                                                                                 W                                                                             1.576
                                                                                                                                                                                                                                                                Concre
                                                                                                                                                                     W
                                                                                                                                                                         W
                                                                                                                                                                                 W
                                                                                                                                                                                            W
                                                                                                                                                                                                         W
                                                                                                                                                                                                               W
                                                                                                                                                                                                                          W
                                                                                                                                                                                                                                   W                            RL
                                                                                                                                                                                                                                                W                     M/H
                                                                                                                                                                                                                                                        W
                                                                                                                                                                                                                                                            W   Sewer
                                                                                                                                                                                                                                                                   W
                                                                                                                                                                                                                                                                          W
                                                                                                                                                                                        5                                                                                      W




                                                                                                                                                                                                                                           5




                                                                                                                                                                                                                   87
                                                                                                                                                                                                                     .25
                                                                                                                                                                               10
                                                                                                                                                                                                                                       1
                                                                                                                                                                                                                                  10 .61m
                                                                                                                                                                         11.276
                              //




                                                                                                                                                                                                                                  11.323
                                   //
                                        //



                                                  ence
                                             //


                                                            F
                                                       Wire
                                                  //
                                                       //




                                                                                                                                                                                                                                               87.50



                                                                                                                                                                                                                                                                                                         0       1.0    2.0        3.0        4.0    5.0m


                                                                                                                                                                                                                                                                                                                       SCALE 1:100 A3



                                                                                                 Issue Date Description                           By Chkd
Datum           AHD          Scale        As Shown              Status     FOR APPROVAL
                                                                                                     A   27-06-24 For OPW Submission              JAG   BG
                                                                                                                                                                                                ABN: 13 609 593 339 Project       Proposed Driveway                                Drawing Title   Driveway Layout Plan
Date            June 2024                                       Drawn      JAG   Checked    BG                                                                                                           PO Box 5028
                                                                                                                                                                                                     Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the       Designed   JAG   Approved   BG                                                                                                                         Location   11 Majestic Dr, Pomona
Client in accordance with the Terms of Agreement.
                                                                                                                                                                                                             QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD RPEQ 14557                                                                                                       Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.                                                                                                                                                           Email: [email protected] Client     L. Thornton                                      Project No.     2024038 Dwg No. 06                    of   08    Issue   A