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2021078 Driveway · OPW21/0248

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                                                                                              Driveway Design
                                                                               Civil Engineering Plans for Operational Works
                                                                                                                                                at
                                                                                                                                  30 Elanda St, Sunshine Beach
                                                                                                                                               For
                                                                                                                                         Aaron & Cassie




Datum           AHD          Scale        As Shown            Status     For Approval
                                                                                                                                                              ABN: 13 609 593 339 Project       Driveway Design                Drawing Title   Index & Locality Plan
Date            August 2021                                   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   30 Elanda St, Sunshine Beach
Client in accordance with the Terms of Agreement.                                                                                                                          QLD 4558
No responsibility or liability will be assumed to any third   CHRIS GIBBERD RPEQ 13268                                                                        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     Aaron & Cassie                 Project No.     2021078 Dwg No. 01      of   04   Issue   -
Full text of the other 3 pages

Page 2

                                                                                                                               SM
                                                                                                                                                                                                                                                                             LEGEND




                                                                                                                                                FH
                                                                                                                                                                                                                                                //




                                                                                                                                  H
                                                                                                                                                V




                                                                                                                                SM


                                                                                                                                                      W
                                                                                                        0.000
                                                                                             0.50m



                                                                                                                                                     2.0m
                                                                                                                                         1.0m                 1.0m




                                                                                                                                                                            10




                                                                                                                                                                                                                    15
                                                                                                                                                      W
                                                                                                                                                5
                                                                                                                                                      W
                                                                                                                                                      W
                                                                                    5.00m
                                                                                            4.00m




                                                                                                                                                                    5.00m
                                                                                                                                                      W
                                                                                                                                                                                                                                                          162
                                                                                                                                                                                                                                                        RP48113

                                                                                                                                                      W




                                                                                                                                                                            10




                                                                                                                                                                                                                    15
                                                                                                        0.000




                                                                                                                                                5
                                                                                                                                                      W
                                                                                            0.50m




                                                                                                                                                      W
                                                                       ELANDA ST




                                                                                                                                                      W
                                                                                                                                                      W
                                                                                                                                                      W
                                                                                                                                                      W
                                                                                                                                                      W
                                                                                                                                                      W
                                                                                                                                                      W




                                                                                                                                                                                                                                                                              0        2     4         6     8   10m
                                                                                                                                                      W




                                                                                                                                                                                                                                                                                            SCALE 1:200 A3
                                                                                                                       SWMH




Datum           AHD          Scale        As Shown            Status               For Approval
                                                                                                                                                                                                    ABN: 13 609 593 339 Project       Driveway Design                Drawing Title   Driveway Layout Plan
Date            August 2021                                   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   30 Elanda St, Sunshine Beach
Client in accordance with the Terms of Agreement.                                                                                                                                                                QLD 4558
No responsibility or liability will be assumed to any third   CHRIS GIBBERD RPEQ 13268                                                                                                              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     Aaron & Cassie                 Project No.     2021078 Dwg No. 02          of    04   Issue   -

Page 3

                                                                                                                                                                                                                                                                                          VIP RL 48.149
                                                                                                                                                                                                                                                           VIP RL 47.874
                                                                                                                                                                                                                          VIP RL 47.349
                                                                                                                                                                                            VIP RL 47.079
                                                                                                                        HORIZONTAL CURVE DATA


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

                                                                                                                        VERTICAL GEOMETRY GRADE (%)                               7%                          18%                           25%                              12.5%                                   6%
                                                                                                                        VERTICAL GEOMETRY LENGTH (m)                               2                           1.5                           2.1                              2.2                                    7.2

                                                                                                                        DATUM RL = 42.400




                                                                                                                                                                        46.939




                                                                                                                                                                                       47.079



                                                                                                                                                                                                                     47.349



                                                                                                                                                                                                                                              47.724
                                                                                                                                                                                                                                                       47.874




                                                                                                                                                                                                                                                                                     48.149




                                                                                                                                                                                                                                                                                                            48.280




                                                                                                                                                                                                                                                                                                                            48.579
                                                                                                                        FINISHED SURFACE LEVEL


                                                                                                                        CONTROL LINE CHAINAGE




                                                                                                                                                                                                                     3.5




                                                                                                                                                                                                                                                       5.6




                                                                                                                                                                                                                                                                                     7.8




                                                                                                                                                                                                                                                                                                            10




                                                                                                                                                                                                                                                                                                                            15
                                                                                                                                                                        0




                                                                                                                                                                                       2




                                                                                                                                                                                                                                              5
                                                                                                                        LONGITUDINAL SECTION LHS




                                                                                                                                                                                                                                                                                            VIP RL 48.347
                                                                                                                                                                                                                                                             VIP RL 48.072
                                                                                                                                                                                                                            VIP RL 47.547
                                                                                                                                                                                              VIP RL 47.277
                                                                                                                        HORIZONTAL CURVE DATA


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

                                                                                                                        VERTICAL GEOMETRY GRADE (%)                               7%                          18%                           25%                              12.5%                                   3.2%
                                                                                                                        VERTICAL GEOMETRY LENGTH (m)                               2                           1.5                           2.1                              2.2                                     7.2

                                                                                                                        DATUM RL = 42.600
                                                                                                                                                                         47.137




                                                                                                                                                                                       47.277



                                                                                                                                                                                                                     47.547



                                                                                                                                                                                                                                              47.922
                                                                                                                                                                                                                                                       48.072




                                                                                                                                                                                                                                                                                     48.347




                                                                                                                                                                                                                                                                                                            48.418




                                                                                                                                                                                                                                                                                                                            48.579
                                                                                                                        FINISHED SURFACE LEVEL


                                                                                                                        CONTROL LINE CHAINAGE
                                                                                                                                                                                                                     3.5




                                                                                                                                                                                                                                                       5.6




                                                                                                                                                                                                                                                                                     7.8




                                                                                                                                                                                                                                                                                                            10




                                                                                                                                                                                                                                                                                                                            15
                                                                                                                                                                         0




                                                                                                                                                                                       2




                                                                                                                                                                                                                                              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                                                                                               Driveway Design                Drawing Title   Driveway Long Sections
Date            August 2021                                   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                                                                                           30 Elanda St, Sunshine Beach
Client in accordance with the Terms of Agreement.                                                                                                                                              QLD 4558
No responsibility or liability will be assumed to any third   CHRIS GIBBERD RPEQ 13268                                                                                            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                                                                                             Aaron & Cassie                 Project No.     2021078 Dwg No. 03          of    04   Issue   -

Page 4

                                                                                                                                          DRIVEWAY LHS




                                                                                                                                          DRIVEWAY 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       Driveway Design                Drawing Title   Vehicle Clearance Plan
Date            August 2021                                   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   30 Elanda St, Sunshine Beach
Client in accordance with the Terms of Agreement.                                                                                                                         QLD 4558
No responsibility or liability will be assumed to any third   CHRIS GIBBERD RPEQ 13268                                                                       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     Aaron & Cassie                 Project No.     2021078 Dwg No. 04          of    04   Issue   -

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