2024038-OPW Rev A

                                                                                                                                                                              PROPERTY BDY




                                                                                                                                                                                                                                                                                                                                                                                                PROPERTY BDY
                                                                                                                                                              VIP RL 87.136
                                                                                                                                                              VIP RL 87.111
                                                                                                                                VIP RL 87.074




                                                                                                                                                                                                                                                                                                                                                                                VIP RL 87.179
                                                                                                    VIP RL 86.886




                                                                                                                                                                                                                                                                                                                                                                                VIP RL 87.154
                                                                                                                                                                                                                                                                                                                                                  VIP RL 87.117
                                                                                                                                                                                                                                                                                                                         VIP RL 86.929
                                                                                                                                                                                                                                          INDICATIVE GARAGE
                                                                                                                                                                                                                                          FFL: 87.65 #                                                                                                                                                                                                               INDICATIVE GARAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FFL: 87.65 #


                                HORIZONTAL CURVE DATA
                                                                                                                                                                                                                                                                            HORIZONTAL CURVE DATA


                                VERTICAL CURVE LENGTH (m)
                                                                                                                                                                                                                                                                            VERTICAL CURVE LENGTH (m)
                                VERTICAL CURVE RADIUS (m)
                                                                                                                                                                                                                                                                            VERTICAL CURVE RADIUS (m)
                                VERTICAL GEOMETRY GRADE (%)                                                         12.5%                        2.5%             5%                                             6%
                                                                                                                                                                                                                                                                            VERTICAL GEOMETRY GRADE (%)                                  12.5%                     2.5%             5%                                                5.4%
                                VERTICAL GEOMETRY LENGTH (m)                                                         1.5                          1.5             0.5                                            7.77
                                                                                                                                                                                                                                                                            VERTICAL GEOMETRY LENGTH (m)                                  1.5                       1.5             0.5                                               7.82

                                DATUM RL = 82.300                                                                                                                                                                                                                           DATUM RL = 82.400
                                                                                               86.886



                                                                                                                           87.074
                                                                                                                                                87.078

                                                                                                                                                         87.111
                                                                                                                                                                   87.136


                                                                                                                                                                                             87.225




                                                                                                                                                                                                                        87.524


                                                                                                                                                                                                                                 87.600
                                FINISHED SURFACE LEVEL




                                                                                                                                                                                                                                                                                                                    86.929



                                                                                                                                                                                                                                                                                                                                             87.117
                                                                                                                                                                                                                                                                                                                                                                  87.119

                                                                                                                                                                                                                                                                                                                                                                           87.154
                                                                                                                                                                                                                                                                                                                                                                                     87.179


                                                                                                                                                                                                                                                                                                                                                                                                               87.260




                                                                                                                                                                                                                                                                                                                                                                                                                                                 87.529


                                                                                                                                                                                                                                                                                                                                                                                                                                                            87.600
                                                                                                                                                                                                                                                                            FINISHED SURFACE LEVEL
                                                                                               86.886



                                                                                                                           86.982
                                                                                                                                                86.980

                                                                                                                                                         86.981
                                                                                                                                                                   86.983


                                                                                                                                                                                             87.000




                                                                                                                                                                                                                        87.226


                                                                                                                                                                                                                                 87.282
                                EXISTING SURFACE LEVEL




                                                                                                                                                                                                                                                                                                                    86.929



                                                                                                                                                                                                                                                                                                                                             87.038
                                                                                                                                                                                                                                                                                                                                                                  87.040

                                                                                                                                                                                                                                                                                                                                                                           87.056
                                                                                                                                                                                                                                                                                                                                                                                     87.062


                                                                                                                                                                                                                                                                                                                                                                                                               87.106




                                                                                                                                                                                                                                                                                                                                                                                                                                                 87.292


                                                                                                                                                                                                                                                                                                                                                                                                                                                            87.332
                                                                                                                                                                                                                                                                            EXISTING SURFACE LEVEL


                                CUT / FILL DEPTH
                                                                                               0.000



                                                                                                                           0.092
                                                                                                                                                0.097

                                                                                                                                                         0.130
                                                                                                                                                                   0.153


                                                                                                                                                                                             0.226




                                                                                                                                                                                                                        0.298


                                                                                                                                                                                                                                 0.318
                                                                                                                                                                                                                                                                            CUT / FILL DEPTH




                                                                                                                                                                                                                                                                                                                    0.000



                                                                                                                                                                                                                                                                                                                                             0.079
                                                                                                                                                                                                                                                                                                                                                                  0.079

                                                                                                                                                                                                                                                                                                                                                                           0.098
                                                                                                                                                                                                                                                                                                                                                                                     0.117


                                                                                                                                                                                                                                                                                                                                                                                                               0.154




                                                                                                                                                                                                                                                                                                                                                                                                                                                 0.237


                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.268
                                                                                                                                                                                                                                 11.276
                                CONTROL LINE CHAINAGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                            11.323
                                                                                                                           1.503
                                                                                                                                                1.669

                                                                                                                                                         3.003
                                                                                                                                                                   3.503




                                                                                                                                                                                                                                                                            CONTROL LINE CHAINAGE




                                                                                                                                                                                                                                                                                                                                             1.503
                                                                                                                                                                                                                                                                                                                                                                  1.576

                                                                                                                                                                                                                                                                                                                                                                           3.003
                                                                                                                                                                                                                                                                                                                                                                                     3.503
                                                                                                                                                                                                                        10




                                                                                                                                                                                                                                                                                                                                                                                                                                                 10
                                                                                               0




                                                                                                                                                                                             5




                                                                                                                                                                                                                                                                                                                    0




                                                                                                                                                                                                                                                                                                                                                                                                               5
                              LONGITUDINAL SECTION RHS                                                                                                                                                                                                                     LONGITUDINAL SECTION LHS




                                                                                                                                                                                                                                                                                                                                                                                                                                             0   1.0       2.0          3.0        4.0    5.0m


                                                                                                                                                                                                                                                                                                                                                                                                                                                          SCALE 1:100 A3



                                                                                                Issue Date Description                                                                                By Chkd
Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                     A              27-06-24 For OPW Submission                                                       JAG   BG
                                                                                                                                                                                                                                                                  ABN: 13 609 593 339 Project       Proposed Driveway                                                                                                   Drawing Title   Driveway Longitudinal Sections
Date            June 2024                                     Drawn      JAG   Checked    BG                                                                                                                                                                               PO Box 5028
                                                                                                                                                                                                                                                                       Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   BG                                                                                                                                                                                             Location   11 Majestic Dr, Pomona
Client in accordance with the Terms of Agreement.
                                                                                                                                                                                                                                                                               QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD RPEQ 14557                                                                                                                                                                         Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.                                                                                                                                                                                                                             Email: [email protected] Client     L. Thornton                                                                                                         Project No.     2024038 Dwg No. 07                    of   08    Issue   A