Engineering Plans · MCU19/0031.01

                                                                                                                                                                                                                                                                                           LEGEND
                                                                             SL72 MESH (150mm THICK)                                   N32 CONCRETE
                                                                             50mm (+/- 5mm) TOP COVER




                                                                                                                                                      NOTE: FINAL PAVEMENT DEPTH TO BE
                                                                                                                                                      DETERMINED FOLLOWING SUBGRADE




                                                                                                                                                 *
                                                                                                                                                      TESTS BY GEOTECHNICAL ENGINEER



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

                                                                                              Typical Pavement Detail
                                                                                                                   NTS




                                                                                                                                                                                                                                                                                                                                                     39.258
                                                                                                                          10.57
                                                                                                                                                                       FSL 2.00                             FSL 2.06                                  FSL 2.17




                                                                                                                                                                  15




                                                                                                                                                                                                       20




                                                                                                                                                                                                                                                 25




                                                                                                                                                                                                                                                                          30




                                                                                                                                                                                                                                                                                                                     35
                                                                                                                                                                                  1.5%




                                                                                                                                                                                                                                                                  1.5%




                                                                                                                                                                                                                                                                                                                                 1.5%
                                                                                                                            3
                                                                                                                    10

                                                                           LANDSCAPING TO
                                                                           LANSCAPE ARCH
                                                                           DRGS
                                                                                                                                                                                                                                  1%




                                                                                                                                                                                  5.0%
                                                                                                                                                                                                             FSL 2.14
                                                                 SIGN                                                                                                  FSL 2.08
                                                                         5




                                                                                                                                                                                                                             DP




                                                                                                                                                                                                                                                                  1.0%
                                                                                                                                                                                                                                                       FSL 2.11
                                                                                                                                                                                                                                                                                                                                         FSL 2.36
  0.0
      00




                                                                                                                                                                                                                                                                                FSL 2.14                       DP

                                                                                                                                                                     5                                                                                                                                         COL

                                                                                                                                                                  RP91777
                                                                                                                                                                   418m²


                                                                                                                                                                                                     PROPOSED SHOP                                                                                             COL
                                                                                                                                                                                                     FFL 2.24




                                                                                                                                                                                                                                                                                             1.0%
                                                                                                                                                                                                                                                                                                    FSL 2.30




                                                                                                                                                                                                                                                                                FSL 2.21   FSL 2.28



                                                                                                                                                                                                                                                                                  UP
                                                                                                                                  DP




                    0              1.0            2.0            3.0       4.0      5.0m


                                                SCALE 1:100 A3



Datum           AHD          Scale        As Shown              Status     PRELIMINARY
                                                                                                                                                                                                            ABN: 13 609 593 339 Project       Proposed Commercial Development              Drawing Title   Driveway Layout Plan
Date            September 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   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. P04          of   08     Issue     -