2024038-OPW Rev A

                                                                                                                                                                                                                                                                                                                                                                               LEGEND


                                                                                                                                                                                                                                                                                                                                                                                 D       D


                                                                                                                                                                                                                                                                                      4.50m
                                                                                                                                                                                                                                                                                                                                        MAJES




                                                                                                                                               W
                                                                                                                                                              RL    M/H
                                                                                                                                                                                                                                                              0.50m                                                                           TIC DR                                     W
                                                                                                                                                              Sewer                            te Road
                                                                                           86.25                                                                                         Concre                                                                                                                0.50m
                                                                                                                                                         W
                                                                                                                                                           86.                 W          ay                                                                  Orna
                                                                                   86.50                                                                 0     5                    Drivew te W                                 Orna




                                                                                                                                                                                                                                                                              87.00
                                                                                                                                                                                    Concre             W       86




                                                                                                                         //
                                                                                               re
                                                                                                    Wi                                                                                                            .7   W                                                                                               Concre
                                                                                                                                                                                                                                                                                                                             te
                                                                                                  F                                                                                                        5                       W
                                                                                                                                                                                                                                                     W
                                                                                                           //
                                                                                           en
                                                                                             ce                                                                                                                                                                  W
                                                                                                                                                                                                                                                                           W
                                                                                                                                                                                                                                                                                                   W                   RL
                                                                                                                                                                                                                                                                                                               W             M/H
                                                                                                                                                                                                                                                                                                                       Sewer
                                                                                                                                                                                                                                                                                                                         W




                                                                                                                                //
                                                                                                                                                                                                                                                                                                                                   W
                                                                                                                                                                                                                                                                                                                                        W
                                                                                                                                                                                                                                                                                                                                              W
                                                                                                                                                                                                                                                                                                                                                   W
                                                                                                                                                                                                                                                                                                                                                       W
                                                                                                                                                                                                                                                                                                                                                           W




                                                                                                                                     //
                                                                                                                                                                                                                                                                                         87
                                                                                                                                                                                                                                                                                .25




                                                                                                                                          //
                                                                                                                                               //

                                                                                                                                                              e
                                                                                                                                                         Fenc
                                                                                                                                                    //

                                                                                                                                                              Wire
                                                                                                                                                         //

                                                                                                                                                                                                                                                                                                         87.50
                                                                                                                                                                                                                                                                      87.5
                                                                                                                                                               //



                                                                                                                                                                                                                                                                          0




                                                                                                                                                                                                                                                                                       Pile of F
                                                                                                                                                                     //




                                                                                                                                                                                                                                                                                      ill
                                                                                                                                                                          //




                                                                                                                                                         Wir
                                                                                                                                                Fen          e
                                                                                                                                           ce                             //
                                                                                                                                                   //




                                                                                                                                                                                                                                                                                                       87.50
                                                                                                                           //
                                                                                                      //




                                                                                                                                                                                                                                f Bank
                                                                                                                                                                                                                                       Top o
                                                                                     RL    M/H
                                                                                     Sewer




                                                                                                                Bank                                                                                                                                                                         87.25
                                                                                                                             m of
                                                                                                                //
                                                                                                                        Botto                                                                                                                                                                87.00
                                                                                                                                     //                                                                                                                                                     86.75
                                                                                                                                                         //
                                                                                                                                                                               //                                                                                                           86.50
                                                                                                                                                                                      ire Fen
                                                                                                                                                                                              ce  //
                                                                                                                                                                               Chainw                      //                                                                               86.25                                                                                    0       2    4         6          8      10m
                                                                                                                                                                                                                           //
                                                                                                                                                                                                                                         //
                                                                                                                                                                                                                                              .50        //                                 86.00 85.75
                                                                                                                                                                                                                                                 85                   //                                                                                                                         SCALE 1:200 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   Development 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. 03                 of   08   Issue   A