2020036-OPW Rev A

                                                                                                                                                                                                                               PROPERTY BDY




                                                                                                                                                                                                                                                                                                                       VIP RL 2.5
                                                                                                                                                                                                                                              VIP RL 1.736
                                                                                                                                                                                           VIP RL 1.598
                                                                                                                                                VIP RL 1.511
                     HORIZONTAL CURVE DATA


                     VERTICAL CURVE LENGTH (m)
                     VERTICAL CURVE RADIUS (m)

                     VERTICAL GEOMETRY GRADE (%)                                                                                     10%                                      2.5%                                       6.5%                                                      16.9%                                              10%
                     VERTICAL GEOMETRY LENGTH (m)                                                                                     1.5                                      3.5                                       2.11                                                       4.53                                               1.5

                     DATUM RL = -3.200

                     FINISHED SURFACE LEVEL




                                                                                                                     1.361



                                                                                                                                            1.511




                                                                                                                                                                                       1.598




                                                                                                                                                                                                                                      1.736




                                                                                                                                                                                                                                                                                                  2.223



                                                                                                                                                                                                                                                                                                                  2.500



                                                                                                                                                                                                                                                                                                                                                     2.650
                     EXISTING SURFACE LEVEL




                                                                                                                     1.361



                                                                                                                                            1.382




                                                                                                                                                                                       1.339




                                                                                                                                                                                                                                      1.409




                                                                                                                                                                                                                                                                                                  1.469



                                                                                                                                                                                                                                                                                                                  1.501



                                                                                                                                                                                                                                                                                                                                                     1.464
                     CUT / FILL DEPTH




                                                                                                                     0.000



                                                                                                                                            0.129




                                                                                                                                                                                       0.259




                                                                                                                                                                                                                                      0.327




                                                                                                                                                                                                                                                                                                  0.754



                                                                                                                                                                                                                                                                                                                  0.999



                                                                                                                                                                                                                                                                                                                                                     1.186
                                                                                                                                                                                                                                                                                                                  11.642



                                                                                                                                                                                                                                                                                                                                                     13.142
                     CONTROL LINE CHAINAGE




                                                                                                                                                                                                                                      7.11
                                                                                                                                            1.5




                                                                                                                                                                                                                                                                                                  10
                                                                                                                     0




                                                                                                                                                                                       5
                    LONGITUDINAL SECTION LHS

                                                                                                                                                                                                                                                                                                                                                                                                                                          TYPICAL DETAIL OF
                                                                                                                                                                                                                                                                                                                                                                                                                                         PERMEABLE PAVING




                                                                                                                                                                                                                                              PROPERTY BDY
                                                                                                                                                                                                                                                                                                                                                                                                                                                  SCALE 1:25




                                                                                                                                                                                                                                                                                                                                    VIP RL 2.483
                                                                                                                                                                                                                                                                                   VIP RL 1.837
                                                                                                                                                                                                          VIP RL 1.544
                                                                                                                                                               VIP RL 1.457




                                                                                                                                                                                                                                                             VIP RL 1.65




                        HORIZONTAL CURVE DATA


                        VERTICAL CURVE LENGTH (m)
                        VERTICAL CURVE RADIUS (m)

                        VERTICAL GEOMETRY GRADE (%)                                                                                    10%                                      2.5%                                       5%                                              12.5%                          21.2%                                    11.1%
                        VERTICAL GEOMETRY LENGTH (m)                                                                                    1.5                                      3.5                                       2.11                                             1.5                            3.05                                     1.5

                        DATUM RL = -3.400

                        FINISHED SURFACE LEVEL
                                                                                                                             1.307



                                                                                                                                                     1.457




                                                                                                                                                                                                1.544




                                                                                                                                                                                                                                                   1.650



                                                                                                                                                                                                                                                                               1.837


                                                                                                                                                                                                                                                                                                          2.132



                                                                                                                                                                                                                                                                                                                           2.483



                                                                                                                                                                                                                                                                                                                                                              2.650




                        EXISTING SURFACE LEVEL
                                                                                                                             1.307



                                                                                                                                                     1.327




                                                                                                                                                                                                1.267




                                                                                                                                                                                                                                                   1.342



                                                                                                                                                                                                                                                                               1.405


                                                                                                                                                                                                                                                                                                          1.437



                                                                                                                                                                                                                                                                                                                           1.484



                                                                                                                                                                                                                                                                                                                                                              1.478




                        CUT / FILL DEPTH
                                                                                                                             0.000



                                                                                                                                                     0.130




                                                                                                                                                                                                0.277




                                                                                                                                                                                                                                                   0.308



                                                                                                                                                                                                                                                                               0.433


                                                                                                                                                                                                                                                                                                          0.695



                                                                                                                                                                                                                                                                                                                           0.999



                                                                                                                                                                                                                                                                                                                                                              1.172
                                                                                                                                                                                                                                                                                                                           11.658



                                                                                                                                                                                                                                                                                                                                                              13.158




                        CONTROL LINE CHAINAGE
                                                                                                                                                                                                                                                   7.11



                                                                                                                                                                                                                                                                               8.61
                                                                                                                                                     1.5




                                                                                                                                                                                                                                                                                                          10
                                                                                                                             0




                                                                                                                                                                                                5




                       LONGITUDINAL SECTION RHS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0    2     4         6          8     10m


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SCALE 1:200 A3



Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                          ABN: 13 609 593 339 Project       Proposed Dwelling                  Drawing Title   Driveway Longitudinal Sections
Date            July 2020                                     Drawn      JAG   Checked    BG                                                                                                                                                                                                                                                                                                       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   BG                                                                                                                                                                                                                                                                                                                     Location   17 Cloudsley St, Noosaville
Client in accordance with the Terms of Agreement.                                                                                                                                                                                                                                                                                                                                                      QLD 4558
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party. This document shall only be used for the site and
project specified.
                                                                                                A   23-12-20   Additional Detail added

                                                                                               Issue Date Description
                                                                                                                                                                                                 JAG

                                                                                                                                                                                                  By Chkd
                                                                                                                                                                                                                          BG
                                                                                                                                                                                                                                                                                                                                                                       Email: [email protected] Client     PF Residences                      Project No.     2020036 Dwg No. 05             of   07   Issue   A