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SUPERSEDED Approved Plans - OPW21/0104 - Amended Engineering Plans for Approval (13 Noosa Dr Noosa Heads) (1)

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                                                                        RP BDY
                                                                                                                                                                                                                                                                                                                                                       LEGEND
                                                                                                                                                                                                                 -
                                                                                                                                                                 APPROVED PLANS
                                                                                                                                                                    OPW21/0104
                                                                                                                                                             NOOSA COUNCIL 24 JUNE 2021                                                                                                                                                                     D               D


                                                                                                                                                                                                                 -


                                                                                                                                                                                                                                                                                                                                                                      TOP 28.08
                                                                                                                                                                                                                                                                                                                                                                      TOE 26.93




                                                               Preliminary Front




                                                                                                                                                                                                                                                                                                                                                                                                                            39.456
                                                                                                                                          10.87
                                                              Retaining Wall Detail




                                                                                                                                                                                                                                   06
                                                                                                                                                                                                                                        B




                                                                                                                                                                                                                                                                                                                                                                                06
                                                                                         NTS




                                                                                                                                                                                                                                                                                                                                                                                     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

                                                                                                       TOP 2.60                                                                   TOP 2.60
                                                                                                       TOE 1.87                                                                   TOE 1.98                                                                 PROPOSED SHOP




                                                                                                                                                                                                                                                                                                                                                             VARIES
                                                                                                                                                                                                                                                                                                                                                                                                                            A
                                                                                   A                                                                                                                                                                       FFL 2.70
                                                                                  06




                                                                                                                                                                                                                                                                                                                                            FSL 2.67
                                                                                                                                                                                                                                                                                                                                                          FSL 2.66
                                                                                                        W
                                                                                                                                                                                                                                                                                                                                            FSL 2.62                                                             FSL 2.69
                                                                                                                            TOP 2.60                                              TOP 2.60
                                                                                                                            TOE 1.976                                             TOE 2.01


                                                                                                                                                                                                                                                    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.
                                                                                                             A    14-05-21 Amendments as per Council IR

                                                                                                            Issue Date Description
                                                                                                                                                                     JAG

                                                                                                                                                                     By Chkd
                                                                                                                                                                                CAG
                                                                                                                                                                                                                                            Email: [email protected] Client     Golden Breed                                          Project No.              2020072 Dwg No. 05         of    16     Issue        A
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