OPW20.0191 NC IR response

                                                                                                                                                                                                                                                                                         LEGEND

                                                                                                                                                                     4.00m
                                                                                                                                                                                                                                                                                             D      D




                                                                                                                                                                                                                                                                                                   W




                                                                                                                                                                                     4.00m
                                                                                                                                                               DETAIL 'A'
                                                                                                                                                                                                                                         DETAIL 'B'


                                                                                                                                                                                                                                                                                     EARTHWORKS QUANTITIES (APPROX.)

                                                                                                                                                                                                                                                                                     EARTHWORKS CUT:             1620m³
                                                                                                                                                                                                                                                                                     FILL REQUIRED:              1760m³
                                                                                                                                                                                                                                                                                     EXPORT:                     60m³

                                                                                                                                                                                                                                                                                     NOTES:
                                                                                                                                                                                                                                                                                      1. ALL VOLUMES INDICATED ARE SOLID VOLUMES.
                                                                                                                                                                                                                                                                                      2. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN
                                                                                                                                                                                                                                                                                         EARTHWORKS AND NATURAL SURFACE.
                                                                                                                                                                                                                                                                                      3. CUT IS TO TOP OF SUBGRADE
                                                                                                                                                                                                                                                                                      4. NO SURVEY PROVIDED. EARTHWORKS TAKEN OFF COUNCIL
                                                                                                                                                                                                                                                                                         CONTOURS. SO QUANTITIES ARE APPROX. ONLY.




                                                                                                                                                                                                                                                                                                                                 3.00m
                                                                                                                                                                     A
                                                                                                                                                                     -




                                                                                                                                                                                                                                                     KINMOND CREEK RD
                                                                                                                                                                     A




                                                                                                                                                                                                                                                                                                             A      SECTION A
                                                                                                                                                                                                                                                                                                             -            NTS
                                                                                        R       D
                                                                                   REEK
                                                                             D   C
                                                                      M    ON
                                                                   KIN




                                                                                                                                                                                                                                                                                                                        2.00m


                                                                                                                                                                                                                                                                                        TYPICAL INTERNAL SWALE DETAIL
                                                                                                                                                                                                                                                                                                                          NTS



                                                                                                                                                                                                                                                                                                                    0           25        50        75          100    125m


                                                                                                                                                                                                                                                                                                                                         SCALE 1:2500 A3



Datum           AHD          Scale        As Shown            Status     For Approval
                                                                                                                                                                                                                ABN: 13 609 593 339 Project       Proposed Earthworks                        Drawing Title   Proposed Earthworks Plan
Date            October 2020                                  Drawn      JAG   Checked    CAG                                                                                                                            PO Box 5028
                                                                                                                                                                             NORTH




                                                                                                                                                                                                                     Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   CAG                                                                                                                                          Location   707 Kinmond Creek Rd, Cootharaba
Client in accordance with the Terms of Agreement.
                                                                                                                                                                                                                             QLD 4558
No responsibility or liability will be assumed to any third   CHRIS GIBBERD RPEQ 13268                                                                                                                          Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                    A   23-11-20 Changes as per NC Information Request

                                                                                                Issue Date Description
                                                                                                                                                         JAG   CAG

                                                                                                                                                         By Chkd
                                                                                                                                                                                             Email: [email protected] Client     M. Klein                                   Project No.     2020083 Dwg No. 03                            of   07    Issue   A