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OPW220117 Plans For Approval

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           OPW22/0117
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1 JUNE 2022




                                                                                                                                                                                                                                                                                    PROPERTY BDY
                                                                                                                                                                                                       VIP RL 13.598
                                                                                                                                                                                                       VIP RL 13.573
                                                                                                                                                                  VIP RL 13.535




                                                                                                                                                                                                                                                     VIP RL 13.523




                                                                                                                                                                                                                                                                                                                                                                    VIP RL 12.995
                         HORIZONTAL CURVE DATA


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

                         VERTICAL GEOMETRY GRADE (%)                                                                                     8%                                       2.5%                  5%                -5%                                                                                     -9%                                                               1%
                         VERTICAL GEOMETRY LENGTH (m)                                                                                    1.5                                       1.5                  0.5                1.5                                                                                    5.89                                                              1.5

                         DATUM RL = 7.700




                                                                                                                              13.415



                                                                                                                                                      13.535



                                                                                                                                                                                             13.573
                                                                                                                                                                                                            13.598


                                                                                                                                                                                                                                                13.523




                                                                                                                                                                                                                                                                                                                                      13.075

                                                                                                                                                                                                                                                                                                                                                        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




                                                                                                                                                      -0.003
                         CUT / FILL DEPTH
                                                                                                                              0.000




                                                                                                                                                                                             0.065
                                                                                                                                                                                                            0.103


                                                                                                                                                                                                                                                0.065




                                                                                                                                                                                                                                                                                                                                      0.856

                                                                                                                                                                                                                                                                                                                                                        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 13.275
                                                                                                                                                  VIP RL 13.162




                                                                                                                                                                                                                                                                                                   VIP RL 13.25




                                                                                                                                                                                                                                                                                                                                                    VIP RL 12.995
                                                                                                                                                                                         VIP RL 13.2




                      HORIZONTAL CURVE DATA


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

                      VERTICAL GEOMETRY GRADE (%)                                                                                      8%                             2.5%                                5%                                                -1%                                                      -6.6%                                                   1%
                      VERTICAL GEOMETRY LENGTH (m)                                                                                     1.5                             1.5                                1.5                                               2.53                                                      3.86                                                   1.5

                      DATUM RL = 7.600
                                                                                                                     13.042



                                                                                                                                             13.162



                                                                                                                                                                                    13.200



                                                                                                                                                                                                                       13.275
                                                                                                                                                                                                                                            13.270




                                                                                                                                                                                                                                                                                           13.250




                                                                                                                                                                                                                                                                                                                             13.053

                                                                                                                                                                                                                                                                                                                                               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
                                                                                                                     -0.000



                                                                                                                                             -0.022




                      CUT / FILL DEPTH
                                                                                                                                                                                    0.017



                                                                                                                                                                                                                       0.098
                                                                                                                                                                                                                                            0.101




                                                                                                                                                                                                                                                                                           0.136




                                                                                                                                                                                                                                                                                                                             0.856

                                                                                                                                                                                                                                                                                                                                               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.
                                                                                                     A   30-05-22 Amendments as per Council IR                                                                                                                   JAG BG
                                                                                                                                                                                                                                                                                                                                                                                                       Email: [email protected] Client     Marcus Carroll                  Project No.     2022033 Dwg No. 04              of   05   Issue   A
Document Set ID: 21947254                                                                           Issue Date Description                                                                                                                                       By Chkd
Version: 1, Version Date: 01/06/2022
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OPW220117 PLANS FOR APPROVAL.pdf · 1.8 MB (small file)

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