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2020072-Opw

Attached to the e-mail OPW Application for 13 Noosa Dr Noosaville - 360 Civil Consulting (email 1 of 2).

of 16

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                                                                                                                                                                                                                                                                                                                      LEGEND



                                                                                                                                                                                                                                                                                                                           D               D




                                                                                                                                                                                                                                                                                                                                     TOP 28.08
                                                                                                                                                                                                                                                                                                                                     TOE 26.93




                                                                                                                                                                                                                                                                                                                                                                                           39.456
                                                                                                                        10.87




                                                                                                                                                                                                  06
                                                                                                                                                                                                       B




                                                                                                                                                                                                                                                                                                                                               06
                                                                                                                                                                                                                                                                                                                                                    C
                                                                                                                                                                                 15




                                                                                                                                                                                                                        20




                                                                                                                                                                                                                                                                  25




                                                                                                                                                                                                                                                                                                    30




                                                                                                                                                                                                                                                                                                                                                        35
                                                                                                                             3
                                                                                                                                 TOP 2.36                                             TOP 2.574                                 TOP 2.67     TOP 2.69                                 TOP 2.63           TOP 2.63                                              TOP 2.63

                                                                                                                10
                                                                                                                                 TOE 1.863                                            TOE 1.927                                 TOE 1.98     TOE 2.07                                 TOE 2.05           TOE 2.07                                              TOE 2.05

                                                                                                                                                                                                                                                                                                                                                                               TOP 2.725
                                                                                                                                                                                                                                                     1%                                                                              1%                                        TOE 2.374




                                                                                                                                              VARIES




                                                                                                                                                                                                  VARIES
                                                                                                                                                                                                                                     1%




                                                                                                                                                                                                                                                                                           VARIES
                                                                        5




                                                                                                                                                                                                                                                                                                                                                                                1.0%
                                                                                                                                              2.5%




                                                                                                                                                                                                   2.5%
                                                                                                                                  FSL 2.39                                                                                   FSL 2.70


                                                                                                                                                                                                                                                                        FSL 2.65
                                                                                                                                                       DISABLED ACCESS
  0.0
      00




                                                                                                                                                            1.20m
                                                                                                                                                                                                                                                                                                                                                                                FSL 2.62
                                                                                                                                                                                                                                                                                                                                                                          SCOOTER
                                                                                                              DIS AX GR




                                                                                                                                                                                                                                                                                                                                                                          PARK 02
                                                                                                                (M
                                                                                                                 ABL AD




                                                                                                                                                                                                                                                                                                                                                                               TOP 2.62
                                                                                                                   1.2 ACCE )




                                                                                                                                                                                                                                                                                                           FSL 2.58      FSL 2.55
                                                                                                                                                                                                                                                                                                                                                                               TOE 2.36
                                                                                                                     ED E 7%




                                                                                                                                                                                                                                                                                                                                                             SCOOTER
                                                                                                                      0m




                                                                                  FSL 1.87                                                                                           5                                                                                                                                                                       PARK 01

                                                                                                                                                                                  RP91777
                                                                                                                           SS




                                                                                                                                                                                   418m²


                                                                                                                                                                                                                          PROPOSED SHOP




                                                                                                                                                                                                                                                                                                                            VARIES
                                                                                                                                                                                                                                                                                                                                                                                           A
                                                                                                                            A                                                                                             FFL 2.70
                                                                                                                            06




                                                                                                                                                                                                                                                                                                           FSL 2.67
                                                                                                                                                                                                                                                                                                                         FSL 2.66
                                                                                               W
                                                                                                                                                                                                                                                                                                           FSL 2.62                                                             FSL 2.69




                                                                                                                                                                                                                   EARTHWORKS QUANTITIES
                                                                                                                                                                                                                                                                                                                                                                                TOP 2.69
                                                                                                                                                                                                                                                                                                                                                                                TOE 2.46
                                                                                                                                                                                                       B




                                                                                                                                                                                                                                                                                                                                          TOP 2.67
                                                                                                                                                                                                                   TOPSOIL STRIP:           0m³
                                                                                                                                                                                                                   EARTHWORKS CUT:          2m³                                                                                           TOE 2.16




                                                                                                                                                                                                                                                                                                                                                    C
                                                                                                                                                                                                                   FILL REQUIRED:           273m³
                                                                                                                                                                                                                   IMPORT:                  271m³

                                                                                                                                                                                                                   NOTES:
                                                                                                                                                                                                                    1. ALL VOLUMES INDICATED ARE SOLID VOLUMES.
                          0             1.0            2.0        3.0       4.0       5.0m                                                                                                                          2. ASSUMED TOPSOIL STRIP AT 150mm THICK.
                                                                                                                                                                                                                    3. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN
                                                                                                                                                                                                                       EARTHWORKS/ BOXING LEVELS AND NATURAL SURFACE.
                                                     SCALE 1:100 A3



Datum           AHD           Scale       As Shown            Status     For Approval
                                                                                                                                                                                                                              ABN: 13 609 593 339 Project       Proposed Commercial Development                       Drawing Title            Earthworks Plan
Date            March 2021                                    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   13 Noosa Dr, Noosa Heads
Client in accordance with the Terms of Agreement.                                                                                                                                                                                          QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD
                                                              CHRIS GIBBERD    RPEQ
                                                                            RPEQ    14557
                                                                                 13268                                                                                                                                        Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                   Issue Date Description                    By Chkd
                                                                                                                                                                                                           Email: [email protected] Client     Golden Breed                                          Project No.              2020072 Dwg No. 05         of    16     Issue        -
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