2024038-OPW Rev A

                                                                                                                                                                                                                                                                                                                                                                                               LEGEND



                                                                                                                                                                                                                                                                                            4.50m                                                                                                 D        D
                                                                                                                                                                                                                                                                                                                                                     MAJES




                                                                                                                                                  W
                                                                                                                                                                 RL    M/H
                                                                                                                                                                                                                                                                   0.50m                                                                                   TIC DR
                                                                                                                                                                 Sewer                            te Road
                                                                                           86.25                                                                                            Concre                                                                                                                          0.50m                                                                         W
                                                                                                                                                                                                                                                                            00




                                                                                                                                                                                                                                                                            rhs
                                                                                                                                                                                                                                                                                                                    00
                                                                                                                                                            W
                                                                                                                                                              86.                 W




                                                                                                                                                                                                                                                                                                          lhs
                                                                                                                                                                                             ay                                      Orna                          Orna
                                                                                                                                                                                                                                                                   1.66
                                                                                   86.50                                                                    0     5                    Drivew te W
                                                                                                                                                                                                                                                                        9




                                                                                                                                                                                                                                                                                    87.00
                                                                                                                                                                                       Concre             W        86




                                                                                                                         //
                                                                                               re
                                                                                                    Wi                                                                                                                .7   W                                                                                                        Concre
                                                                                                                                                                                                                                                                                                                                          te
                                                                                                  F                                                                                                            5                        W                                                                           1.576
                                                                                                                                                                                                                                                          W
                                                                                                           //
                                                                                           en
                                                                                             ce                                                                                                                                                                         W
                                                                                                                                                                                                                                                                                  W                                                                                                                       FSL 2.96
                                                                                                                                                                                                                                                                                                          W                         RL
                                                                                                                                                                                                                                                                                                                            W             M/H
                                                                                                                                                                                                                                                                                                                                    Sewer
                                                                                                                                                                                                                                                                                                                                      W




                                                                                                                                   //
                                                                                                                                                                                                                                                                    5                                                                           W
                                                                                                                                                                                                                                                                                                                                                     W
                                                                                                                                                                                                                                                                                                                                                           W
                                                                                                                                                                                                                                                                                                                5                                               W
                                                                                                                                                                                                                                                                                                                                                                    W                            TOP 3.01
                                                                                                                                                                                                                                                                                                                                                                          W
                                                                                                                                                                                                                                                                                                                                                                                                 TOE 2.58




                                                                                                                                        //
                                                                                                                                                                                                                                                                                               87
                                                                                                                                                                                                                                                                                      .25




                                                                                                                                             //
                                                                                                                                                                                                                                                              10

                                                                                                                                                                                                                                                                                                         10              1.61m                                          EARTHWORKS QUANTITIES
                                                                                                                                                                                                                                                          11.276
                                                                                                                                                                                                                                                                                                                                                                        SITE STRIP:              10m³




                                                                                                                                                  //
                                                                                                                                                                                                                                                                                                         11.323                                                         EARTHWORKS CUT:          0m³
                                                                                                                                                                                                                                                                                                                                                                        FILL REQUIRED:           71m³
                                                                                                                                                                                                                                                                                                                                                                        IMPORT:                  71m³




                                                                                                                                                                 e
                                                                                                                                                                                                                                                                                                                                                                        NOTES:




                                                                                                                                                            Fenc
                                                                                                                                                       //
                                                                                                                                                                                                                                                                                                                                                                         1. ALL VOLUMES INDICATED ARE SOLID VOLUMES.
                                                                                                                                                                                                                                                                                                                                                                         2. ASSUMED SITE STRIP AT 100mm THICK.
                                                                                                                                                                                                                                                                                                                                                                         3. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN



                                                                                                                                                                 Wire
                                                                                                                                                                                                                                                                                                                                                                            LEVELS AFTER "SITE STRIP" AND EARTHWORKS PAD/
                                                                                                                                                            //                                                                                                                                                                                                              SUBGRADE LEVEL.


                                                                                                                                                                                                                                                                                                                    87.50
                                                                                                                                                                                                                                                                            87.5
                                                                                                                                                                  //



                                                                                                                                                                                                                                                                                0




                                                                                                                                                                                                                                                                                             Pile of F
                                                                                                                                                                        //




                                                                                                                                                                                                                                                                                            ill
                                                                                                                                                                             //




                                                                                                                                                            Wir
                                                                                                                                                   Fen          e
                                                                                                                                              ce                             //
                                                                                                                                                      //




                                                                                                                                                                                                                                                                                                                87.50
                                                                                                                              //
                                                                                                      //




                                                                                                                                                           FSL 87.009
                                                                                                                                                                        FSL 87.033
                                                                                                                                                                                                                    C




                                                                                                                                                                                                                               FSL 87.232
                                                                                                                          A                                                                                                          f Bank
                                                                                                                                                                                                                                            Top o                  FSL 87.335
                                                                                     RL                                  05                                                                                                                                                       FSL 87.534
                                                                                           M/H
                                                                                     Sewer


                                                                                                                         TOP 86.903                                      FSL 86.903
                                                                                                                         TOE 85.643
                                                                                                                Bank                                                                                                                                                                        A      87.25
                                                                                                                             m of
                                                                                                                //
                                                                                                                        Botto                                                                                                                                                                      87.00
                                                                                                                                        //                                                                                                                 FSL 87.455                             86.75
                                                                                                                                                            //
                                                                                                                                                                                  //                                                                                                TOP 87.455    86.50
                                                                                                                                                                                         ire Fen
                                                                                                                                                                                                 ce  //
                                                                                                                                                                                  Chainw                       //                                                                   TOE 86.000
                                                                                                                                                                                                                                //                                                                86.25                                                                                               0        2      4         6          8      10m
                                                                                                                                                                                                                                              //
                                                                                                                                                                                                                                                   .50        //                                  86.00 85.75
                                                                                                                                                                                                          B
                                                                                                                                                                                                              05




                                                                                                                                                                                                                                                      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   Earthworks 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. 04                     of   08   Issue   A