civil plan · OPW19/0223

                                                                                                                                                                                                                                                         SPRAYED BITUMEN SEAL
                                                                                                                                                                                                                                                                                                              LEGEND
                                                                                       SL72 MESH (150mm THICK)                                                                                                                                           7mm PRIMERSEAL
                                                                                       50mm (+/- 5mm) TOP COVER                           N32 CONCRETE                                                                                                   2 COAT SEAL OF CL170 BITUMEN WITH A
                                                                                                                                                                                                                                                         16mm AGG & 10mm AGG (AGG TO BE PRE-COATED)




                                                                                                                                                         NOTE: FINAL PAVEMENT DEPTH TO BE
                                                                                                                                                         DETERMINED FOLLOWING SUBGRADE




                                                                                                                                                    *
                                                                                                                                                         TESTS BY GEOTECHNICAL ENGINEER                                                                                                                            D          D




                                                              WATERPROOF                                                                                                                                                                                                                                                    W
                                                              MEMBRANE
                                                                                   150 DEEP CBR 45 SUB-BASE                         SUBGRADE TO BE COMPACTED                                                     150mm THICK BASE COURSE PAVEMENT (TYPE 2.1) - MIN. CBR 80 SOAKED ON;
                                                                                   COURSE GRAVEL COMPACTED TO                       TO 98% RDD STANDARD AND
                                                                                   95% RDD MODIFIED (IF REQUIRED)
                                                                                                                                                                                                                 100mm THICK SUB-BASE COURSE MATERIAL (TYPE 2.3) - MIN. CBR 45 (SOAKED)
                                                                                                                                    PROOF ROLLED.
                                                                                                                                                                                                                 100mm THICK LOWER SUB-BASE COURSE MATERIAL (TYPE 2.5) - MIN. CBR 15 (SOAKED) (IF REQUIRED)
                                                                                               Typical Pavement Detail                                                                                           SUBGRADE REPLACEMENT AS SPECIFIED BY SUPERINTENDENT/COUNCIL
                                                                                                                    NTS                                                                                               PRELIMINARY PAVEMENT DESIGN
                                                                                                                                                                                                                          *   NOTE: FINAL PAVEMENT DEPTH TO BE DETERMINED
                                                                                                                                                                                                                          FOLLOWING SUBGRADE TESTS BY GEOTECHNICAL ENGINEER.




                                                                                                                                                                                                                                                                                                                                                                           38.824
                                                                                                        8.316




                                                                                                                                                                      15




                                                                                                                                                                                                            20




                                                                                                                                                                                                                                                         25




                                                                                                                                                                                                                                                                                                      30
                                                                                                                            10




                                                                                                                                                                                    1.5%




                                                                                                                                                                                                                                                                            1.5%




                                                                                                                                                                                                                                                                                                                                  1.5%




                                                                                                                                                                                                                                                                                                                                                35
                                                                                                                                                                                                                                    1%
                                                                         5




                                                                                                                                                                                    1.5%
                                                                                                                                                                                                                                                                                                                                                                 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.
                                                                                                         Issue Date Description               By Chkd
                                                                                                                                                                                            Email: [email protected] Client     Golden Breed                                                 Project No.         2019072 Dwg No. 04            of    09    Issue   -