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220527 Sight Distance Assessment and IR Responses

Attached to the e-mail Response to Information Request OPW22/0117 - 38 Tristania Dr Marcus Beach.

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                                                                                                                                                                                                                                                                               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

                                                                                               Issue Date Description
                                                                                                                                                                                                                                                            JAG BG

                                                                                                                                                                                                                                                            By Chkd
                                                                                                                                                                                                                                                                                                                                                                                                  Email: [email protected] Client     Marcus Carroll                  Project No.     2022033 Dwg No. 04             of   05   Issue   A
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