Approved Plan OPW20-0191

                                                                                                                                                                                                                                                                                      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
                                                                                 RD
                                                                             EEK
                                                                         D CR
                                                                        N
                                                                      MO
                                                                   KIN




                                                                                                                                                                                                                                                                                                                     2.00m


                                                                                                                                                                                                                                                                                     TYPICAL INTERNAL SWALE DETAIL
                                                              -                                                                                                                                                                                                                                                        NTS

     NOOSA COUNCIL
     APPROVED PLAN
                                                                                                                                                                                                                                                                                                                 0           25        50        75          100    125m




  OPW20/0191 27 JAN 2021
                                                                                                                                                                                                                                                                                                                                      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
                                                                                                                                                                                                                  Maroochydore BC
                                                                                                                                                                                                                                               707 Kinmond Creek Rd, Cootharaba
                                                                                                                                                                          NORTH




© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   CAG                                                                                                                                       Location
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