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Engineering Plans 2022033-OPW

Attached to the e-mail Operational Works Application - DA Form 1 - Engineering Plans - Architectural Plans - Owners Consent - 38 Tristania Dr Marcus Beach - Driveway.

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                                                                                                                                                                                                                                                                       PROPERTY BDY
                                                                                                                                                                                           VIP RL 13.665
                                                                                                                                                     VIP RL 13.603



                                                                                                                                                                                           VIP RL 13.64




                                                                                                                                                                                                                                         VIP RL 13.59




                                                                                                                                                                                                                                                                                                                                                          VIP RL 12.995
                    HORIZONTAL CURVE DATA


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

                    VERTICAL GEOMETRY GRADE (%)                                                                                12.5%                                 2.5% 5% -5%                                                                                                                      -10.1%                                                              1%
                    VERTICAL GEOMETRY LENGTH (m)                                                                                1.5                                   1.5 0.5 1.5                                                                                                                       5.89                                                              1.5

                    DATUM RL = 7.700




                                                                                                                      13.415



                                                                                                                                          13.603



                                                                                                                                                                               13.640
                                                                                                                                                                                                13.665


                                                                                                                                                                                                                                    13.590




                                                                                                                                                                                                                                                                                                                            13.085

                                                                                                                                                                                                                                                                                                                                              12.995



                                                                                                                                                                                                                                                                                                                                                                                    13.010
                    FINISHED SURFACE LEVEL




                                                                                                                      13.415



                                                                                                                                          13.538



                                                                                                                                                                               13.507
                                                                                                                                                                                                13.495


                                                                                                                                                                                                                                    13.458




                                                                                                                                                                                                                                                                                                                            12.219

                                                                                                                                                                                                                                                                                                                                              12.214



                                                                                                                                                                                                                                                                                                                                                                                    12.209
                    EXISTING SURFACE LEVEL


                    CUT / FILL DEPTH
                                                                                                                      0.000



                                                                                                                                          0.065



                                                                                                                                                                               0.133
                                                                                                                                                                                                0.170


                                                                                                                                                                                                                                    0.132




                                                                                                                                                                                                                                                                                                                            0.866

                                                                                                                                                                                                                                                                                                                                              0.781



                                                                                                                                                                                                                                                                                                                                                                                    0.801
                                                                                                                                                                                                                                                                                                                                              10.895



                                                                                                                                                                                                                                                                                                                                                                                    12.395
                    CONTROL LINE CHAINAGE                                                                                                 1.5




                                                                                                                                                                                                3.5




                                                                                                                                                                                                                                                                                                                            10
                                                                                                                      0




                                                                                                                                                                               3




                                                                                                                                                                                                                                    5
                   LONGITUDINAL SECTION LHS



                                                                                                                                                                                                                                                        PROPERTY BDY
                                                                                                                                                                                                                VIP RL 13.342




                                                                                                                                                                                                                                                                                      VIP RL 13.317
                                                                                                                                                                           VIP RL 13.267
                                                                                                                                      VIP RL 13.23




                                                                                                                                                                                                                                                                                                                                          VIP RL 12.995
                 HORIZONTAL CURVE DATA


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

                 VERTICAL GEOMETRY GRADE (%)                                                                               12.5%                        2.5%                                   5%                                            -1%                                                         -8.4%                                                      1%
                 VERTICAL GEOMETRY LENGTH (m)                                                                               1.5                          1.5                                   1.5                                           2.53                                                         3.86                                                      1.5

                 DATUM RL = 7.600
                                                                                                             13.042



                                                                                                                                 13.230



                                                                                                                                                                      13.267



                                                                                                                                                                                                           13.342
                                                                                                                                                                                                                                13.337




                                                                                                                                                                                                                                                                              13.317




                                                                                                                                                                                                                                                                                                                   13.069

                                                                                                                                                                                                                                                                                                                                     12.995



                                                                                                                                                                                                                                                                                                                                                                           13.010




                 FINISHED SURFACE LEVEL
                                                                                                             13.042



                                                                                                                                 13.185



                                                                                                                                                                      13.183



                                                                                                                                                                                                           13.177
                                                                                                                                                                                                                                13.168




                                                                                                                                                                                                                                                                              13.114




                                                                                                                                                                                                                                                                                                                   12.198

                                                                                                                                                                                                                                                                                                                                     12.196



                                                                                                                                                                                                                                                                                                                                                                           12.193




                 EXISTING SURFACE LEVEL


                 CUT / FILL DEPTH
                                                                                                             0.000



                                                                                                                                 0.045



                                                                                                                                                                      0.084



                                                                                                                                                                                                           0.166
                                                                                                                                                                                                                                0.169




                                                                                                                                                                                                                                                                              0.203




                                                                                                                                                                                                                                                                                                                   0.871

                                                                                                                                                                                                                                                                                                                                     0.799



                                                                                                                                                                                                                                                                                                                                                                           0.817
                                                                                                                                                                                                                                                                                                                                     10.885



                                                                                                                                                                                                                                                                                                                                                                           12.385




                 CONTROL LINE CHAINAGE
                                                                                                                                                                                                                                                                              7.029
                                                                                                                                 1.5




                                                                                                                                                                                                           4.5




                                                                                                                                                                                                                                                                                                                   10
                                                                                                             0




                                                                                                                                                                      3




                                                                                                                                                                                                                                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 Driveway               Drawing Title   Driveway Longitudinal Sections
Date            April 2022                                    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   38 Tristania Dr, Marcus Beach
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.
                                                                                               Issue Date Description                                                                                                                               By Chkd
                                                                                                                                                                                                                                                                                                                                                                                             Email: [email protected] Client     Marcus Carroll                  Project No.     2022033 Dwg No. 04             of   05   Issue   -
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