engineering

                                                                                                                                                                                                                                                                                                                                                                  LEGEND

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



                                                                                                                                                                                                                                                                                                                                                                              D    D

                                                                                                                                                                                               NOTE: FINAL PAVEMENT DEPTH TO BE
                                                                                                                                                                                               DETERMINED FOLLOWING SUBGRADE




                                                                                                                                                                                 *
                                                                                                                                                                                                                                                                                                                                                                                   W
                                                                                                                                                                                               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 for Concrete Portions
                                                                                                                            NTS




                                                                                                                                                                                                                                                                                                                                                                                                                              39.456
                                                                                                                                       10.87




                                                                                                                                                                                                   15




                                                                                                                                                                                                                                                      20




                                                                                                                                                                                                                                                                                                     25




                                                                                                                                                                                                                                                                                                                                           30




                                                                                                                                                                                                                                                                                                                                                                                                35
                                                                                                                                          3
                                                                                                                          10
                                                                                                                                                                    DP                                      COL                             COL                                DP
                                                                                                                                                                                                                                                                                               1%                                                                             1%




                                                                                                                                                                    VARIES




                                                                                                                                                                                                                                  VARIES
                                                                                                                                                                                                                                                                               1%




                                                                                                                                                                                                                                                                                                                                VARIES
                                                                       5




                                                                                                                                                                                                                                                                                                                                                                                                                      1.0%
                                                                                                                                                                    2.5%




                                                                                                                                                                                                                                  2.5%
                                                                                                                                                                                                                                                                         FSL 2.70
                                                                 SIGN                                                                                                                                                                                                                     DP                         DP

                                                                                                                                                                             DISABLED ACCESS                                                                                                              FSL 2.65
0.0




                                                                                                                                                                                                                                                                                                                          COL
 00




                                                                                                                                                                                  1.20m

                                                                                                                                                                                                                                                                                                                                    COL                                                                           FSL 2.62
                                                                                                               up       p                                                                                                                                                                                                                                                                                      SCOOTER
                                                                                                                     ste
                                                                                                                                                                                                                                                                                                                                          COL                                                                  PARK 02

                                                                                                                                                                                                                                                                                                                                                      FSL 2.48                             DP
                                                                                      up            p
                                                                                              ste                                                                                                                                                                                                                                               COL                                                  SCOOTER
                                                                                                                                                                                                              5                                                                                                                                                                            COL       PARK 01
                                                                                                                                                                                                           RP91777                                                                                                                                                                         COL
                                                                                                        TIMBER DECKING
                                                                                                                                                                                                            418m²
                                                                                 up                                                                                                                                                                                                                                                                                                        COL




                                                                                                                                                                                                                                                      LINE OF FLR OVER
                                                                                                                                                                                                                                                             PROPOSED SHOP




                                                                                                                                                                                                                                                                                                                                                                     VARIES
                                                                                                                                                                                                                                                                                                                                                                                          COL
                                                                                                                                                                                                                                                             FFL 2.70
                                                                                                                                                                                                              COL                            COL                                    COL             COL                   COL

                                                                                                                                                                                                                                                                                                                                                                                       APT
                                                                                                                                                                                                                                                                                                                                                                                       ENTRY
                                                                                                                                                                                                                                                                                                                                                                                               up
                                                                                                                                                                                                                                                                                                                                                                                         01
                                                                                                                                                                                                                                                                                                                                                                                         02
                                                                                                                                                                                                                                                                                                                                                      FSL 2.62          FSL 2.62         03
                                                                                                                                                                                                                                                                                                                                                                                         04
                                                                                                                                                                                                                                                                                                                                                          15 14 13 12 11 10 09 08 07 06 05
                                                                                                                                                                                                                  COL                        COL                                    COL             COL

                                                                                                                                                            DP                                                          BOX GUTTER OVER
                                                                                                                                                                                                                                                                                                                                                                                                       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.
                                                                                                               A    18-11-20 Amendments as per Council IR

                                                                                                             Issue Date Description
                                                                                                                                                                       JAG   CAG

                                                                                                                                                                       By Chkd
                                                                                                                                                                                                                                           Email: [email protected] Client         Golden Breed                                                   Project No.         2020072 Dwg No. P04       of      08    Issue   A