Approved Plans - OPW19-0223 · OPW19/0223

                                                                                                                                                                                                                                                                                -
                                                                                                                                                                                                                                                                                                         LEGEND
                                                                                                                                                                                                                                                                APPROVED PLAN
                                                                             SL72 MESH (150mm THICK)
                                                                             50mm (+/- 5mm) TOP COVER
                                                                                                                                                              N32 CONCRETE
                                                                                                                                                                                                                                                                  OPW19/0223
                                                                                                                                                                                                                                                                NOOSA COUNCIL
                                                                                                                                                                                                                                                                 20 APRIL 2020
                                                                                                                                                                              NOTE: FINAL PAVEMENT DEPTH TO BE
                                                                                                                                                                              DETERMINED FOLLOWING SUBGRADE                                                                     -




                                                                                                                                                                         *
                                                                                                                                                                                                                                                                                                               D         D
                                                                                                                                                                              TESTS BY GEOTECHNICAL ENGINEER


                                                                                                                                                                                                                                                                                                                         W
                                                              WATERPROOF
                                                              MEMBRANE
                                                                                    50mm MAX. SAND BINDING LAYER                                        SUBGRADE TO BE COMPACTED
                                                                                                                                                        TO 98% RDD STANDARD AND
                                                                                                                                                        PROOF ROLLED.

                                                                                                Typical Pavement Detail
                                                                                                                    NTS




                                                                                                                                                                                                                                                                                                                                                                   38.633
                                                                                                                                                                                                         1.5%




                                                                                                                                                                                                                                                                                           1.5%




                                                                                                                                                                                                                                                                                                                             1.5%
                                                                                        6.465




                                                                                                                                   10




                                                                                                                                                                                            15




                                                                                                                                                                                                                                   20




                                                                                                                                                                                                                                                                           25




                                                                                                                                                                                                                                                                                                    30




                                                                                                                                                                                                                                                                                                                                           35
                                                                                                                                                                                                                                                        1%
                                                                         5




                                                                                                                                                                                                         3.0%
                                                                                                                                                                                                                                                                                                                                                        FSL 2.36
  0.0
      00




                                                                                                                                                                                             5
                                                                                                                                                      4.83m




                                                                                                                                                                                          RP91777
                                                                                                                                                                                           418m²                                                                                                                                                            FSL 2.34
                                                                                 0.9




                                                                                                                                                                                                                                                                                    1.5%




                                                                                                                                                                                                                                                                                                                                    1.5%
                                                                                  0m




                                                                                                                                                                                                                                                                                    é
                                                                                                                                                                                                                                                 FSL 2.09



                                                                                                                                                                                                                                                                                                                                            FSL 2.34




                    0              1.0            2.0            3.0       4.0         5.0m


                                                SCALE 1:100 A3



Datum           AHD          Scale        As Shown              Status     FOR APPROVAL
                                                                                                                                                                                                                                    ABN: 13 609 593 339 Project       Proposed Commercial Development    Drawing Title       Driveway Layout Plan
Date            August 2019                                     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   11-02-20 Amendments as per Council RFI

                                                                                                        Issue Date Description
                                                                                                                                                                  JAG   CAG

                                                                                                                                                                  By Chkd
                                                                                                                                                                                                                 Email: [email protected] Client     Golden Breed                       Project No.         2019072 Dwg No. 04        of    10     Issue   A