Approval for OPW

Noosa Council documents

                                                                                                                                                                                                                                                                                     -
                                                                                                                                                                                                                                                                                                              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               JAG   CAG
                                                                                                                                                                                                                      Email: [email protected] Client     Golden Breed                       Project No.         2019072 Dwg No. 04              of    10     Issue   A
Document Set ID: 21121011                                                                                    Issue Date Description                                    By Chkd
Version: 1, Version Date: 23/04/2020                                                                                                                                                                                                                                                                                                                  Print Date: 24 April 2020, 12:22 PM