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SUPERSEDED Approved Plans - OPW21/0104 - Amended Engineering Plans for Approval (13 Noosa Dr Noosa Heads) (1)

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                                                                                                                                                                                                                                                                                                                                   LEGEND
                                                                       SL82 MESH (150mm THICK)                                                          N32 CONCRETE
                                                                       50mm (+/- 5mm) TOP COVER




                                                                                                                                                                                   NOTE: FINAL PAVEMENT DEPTH TO BE
                                                                                                                                                                                   DETERMINED FOLLOWING SUBGRADE




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                                                                                                                                                                                   TESTS BY GEOTECHNICAL ENGINEER


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

                                                              Typical Pavement Detail for Concrete Portions
                                                                                                               NTS




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                                                                                                                                                                         DISABLED ACCESS                                                                                                  FSL 2.65
0.0
 00




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                                                                                                                                                                                                                                                                                                                                                                                 FSL 2.62
                                                                                                                                                                                                                                                                                                                                                                              SCOOTER
                                                                                                                                                                                                                                                                                                                                                                              PARK 02

                                                                                                                                                                                                                                                                                                                        FSL 2.58   FSL 2.55
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                                                                                                                                                                                                       5                                                                                                                                                         PARK 01

                                                                                                                                                                                                    RP91777
                                                                                                                                                                                                     418m²


                                                                                                                                                                                                                                           PROPOSED SHOP




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                                                                                                                                                                                                                                                                                                                        FSL 2.67
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                                                                                                                                                                                                                                                                                                                        FSL 2.62




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                    0              1.0            2.0          3.0        4.0        5.0m                                             APPROVED PLANS
                                                                                                                                         OPW21/0104
                                                SCALE 1:100 A3
                                                                                                                                  NOOSA COUNCIL 24 JUNE 2021
                                                                                                                                                                              -
 Datum          AHD          Scale        As Shown            Status      For Approval
                                                                                                                                                                                                                                                  ABN: 13 609 593 339 Project       Proposed Commercial Development                Drawing Title       Driveway Layout 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   CAG

                                                                                                                                                                   By Chkd
                                                                                                                                                                                                                               Email: [email protected] Client     Golden Breed                                   Project No.         2020072 Dwg No. 07       of      16    Issue   A
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