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Change to OPWks Plans 2018068 Rev G

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108.198




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            108.207
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  108.207
                                                                                       EXISTING SURFACE LEVEL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            -0.013
                                                                                       CUT / FILL DEPTH
                                                                                                                                                                                                 0.006

                                                                                                                                                                                                                   0.273

                                                                                                                                                                                                                                                 0.428
                                                                                                                                                                                                                                                                      0.480
                                                                                                                                                                                                                                                                                   0.469
                                                                                                                                                                                                                                                                                                      0.467
                                                                                                                                                                                                                                                                                                                     0.166
                                                                                                                                                                                                                                                                                                                                           0.094
                                                                                                                                                                                                                                                                                                                                                          0.090
                                                                                                                                                                                                                                                                                                                                                                         0.123
                                                                                                                                                                                                                                                                                                                                                                                   0.154

                                                                                                                                                                                                                                                                                                                                                                                                 0.113




                                                                                                                                                                                                                                                                                                                                                                                                                                                              0.036




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0.018




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0.049




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0.123




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0.167




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0.193




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0.191




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.132
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.132
                                                                                                                                                                                                                                                                                                                                                                                   12.256




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  60.014
                                                                                       CONTROL LINE CHAINAGE
                                                                                                                                                                                                                                                                                                                     7.953
                                                                                                                                                                                                                                                                                                                                           8.833
                                                                                                                                                                                                                                                                                                                                                          8.882
                                                                                                                                                                                                                   1.5

                                                                                                                                                                                                                                                 3.5




                                                                                                                                                                                                                                                                                                      5.5




                                                                                                                                                                                                                                                                                                                                                                         10


                                                                                                                                                                                                                                                                                                                                                                                                 15




                                                                                                                                                                                                                                                                                                                                                                                                                                                              20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        35




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             45




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               55




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            60
                                                                                                                                                                                                 0




                                                                                                                                                                                                                                                                      4
                                                                                                                                                                                                                                                                                   5




                                                                                      A1 SCALE: H 1:200, V 1:200
                                                                                                                                                                                                                                                                                                                                                                                                  VIP RL 108.87
                                                                                                                                                                                                                                                   VIP RL 108.59




                                                                                      LONGITUDINAL SECTION DRIVEWAY 2


                                                                                       HORIZONTAL CURVE DATA


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

                                                                                       VERTICAL GEOMETRY GRADE (%)                                                                                                    5%                                                                                                   2.5%                                                                                       -2%
                                                                                       VERTICAL GEOMETRY LENGTH (m)                                                                                                   3.2                                                                                                  11.4                                                                                       3.18

                                                                                       DATUM RL = 98.800
                                                                                                                                                                                                108.430



                                                                                                                                                                                                                                              108.590
                                                                                                                                                                                                                                                                   108.591
                                                                                                                                                                                                                                                                                108.634




                                                                                                                                                                                                                                                                                                                                                108.757




                                                                                                                                                                                                                                                                                                                                                                                             108.870
                                                                                                                                                                                                                                                                                                                                                                                                                  108.870
                                                                                                                                                                                                                                                                                                                                                                                                                                108.862




                                                                                       FINISHED SURFACE LEVEL
                                                                                                                                                                                                108.234



                                                                                                                                                                                                                                              108.380
                                                                                                                                                                                                                                                                   108.384
                                                                                                                                                                                                                                                                                108.426




                                                                                                                                                                                                                                                                                                                                                108.548




                                                                                                                                                                                                                                                                                                                                                                                             108.650
                                                                                                                                                                                                                                                                                                                                                                                                                  108.650
                                                                                                                                                                                                                                                                                                                                                                                                                                108.647
                                                                                                                                                                                                                                                                                                                                                                                                                                          108.625




                                                                                       EXISTING SURFACE LEVEL


                                                                                       CUT / FILL DEPTH
                                                                                                                                                                                                0.196



                                                                                                                                                                                                                                              0.209
                                                                                                                                                                                                                                                                   0.208
                                                                                                                                                                                                                                                                                0.208




                                                                                                                                                                                                                                                                                                                                                0.208




                                                                                                                                                                                                                                                                                                                                                                                             0.220
                                                                                                                                                                                                                                                                                                                                                                                                                  0.220
                                                                                                                                                                                                                                                                                                                                                                                                                                0.215
                                                                                                                                                                                                                                                                                                                                                                                             14.598
                                                                                                                                                                                                                                                                                                                                                                                                                  14.602


                                                                                                                                                                                                                                                                                                                                                                                                                                          17.798




                                                                                       CONTROL LINE CHAINAGE
                                                                                                                                                                                                                                                                   3.277
                                                                                                                                                                                                                                              3.2




                                                                                                                                                                                                                                                                                                                                                10




                                                                                                                                                                                                                                                                                                                                                                                                                                15
                                                                                                                                                                                                0




                                                                                                                                                                                                                                                                                5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0              4                  8             12               16          20m
                                                                                      A1 SCALE: H 1:200, V 1:200

                                                                                      LONGITUDINAL SECTION DRIVEWAY 3                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SCALE 1:400 A3

                                                                                                     G     01-11-19 Driveway Crossover widened & SW added                                    JAG               BG
Datum           AHD          Scale        As Shown            Status     FOR APPROVAL                F     18-10-19 Floor Levels Changed                                                     JAG               BG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ABN: 13 609 593 339 Project                                                                                                  Proposed Unit Development                                                                                                                                                                                              Drawing Title   Driveway Longitudinal Plan
                                                                                                     E     13-10-19 Design Changed                                                           JAG               BG
Date            March 2019                                    Drawn      JAG    Checked    BG                                                                                                                                                                                                                                                                                                                                                                                                        PO Box 5028
                                                                                                     D     11-07-19 1/9 pit and pedestrian crossovers moved                                  JAG               BG
                                                                                                                                                                                                                                                                                                     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        C
                                                                                                     B
                                                                                                           09-07-19 Changes to Retaining Wall
                                                                                                           03-07-19 Changes as per Council RFI
                                                                                                                                                                                             JAG
                                                                                                                                                                                             JAG
                                                                                                                                                                                                               BG
                                                                                                                                                                                                               BG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Location                                                                                              25 Kauri St, Cooroy
Client in accordance with the Terms of Agreement.                                                                                                                                                                                                                                                                                                                                                                                                                                                        QLD 4558
                                                              BEATRICE GIBBERD RPEQ 14557            A     15-05-19 Retaining wall and footpath adjusted                                     JAG               BG
No responsibility or liability will be assumed to any third                                                                                                                                                                                                                                                                                                                                                                                                                                 Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                                     Original Issue

                                                                                                   Issue Date Description
                                                                                                                                                                                         JAG

                                                                                                                                                                                             By Chkd
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Email: [email protected] Client                                                                                                Calezac Pty Ltd                                                                                                                                                                                                        Project No.     2018068 Dwg No. 11     of   25   Issue   G
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