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221304-OPW-01-230327

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                                                                                                                                                                                                                                                                                                                                                                                          1.50 - 12.5%




                                                                                                                                                           VIP RL 20
                                                           C/L CORAL TREE AVE
                                                                                           1.5m ROLL OVER                                                                                                                                               0.5%                                    7.90 - 11.5%                                          4.74 - 2.5% MAX                     KERB RAMP




                                                                                                                         VIP RL 19.06
                                                                                                                                                                                                                                                                                                                                                      B99 CLEARANCE PROFILE AS PER AS2890.1




                                                                                              VIP RL 18.988
                                                                                           VIP RL 18.839
                                                                                                                                                                                                                                                                                                                                                      FIGURE C1 (NOTED NOT FOR RESIDENTIAL USE)

                                    LIP OF EXISTING KERB




                                                                                                                 BDY




                                                                                                                                                                                                                                                                                                                                                                                 0.04
        HORIZONTAL CURVE DATA




                                                                                                                                                                                                                                                                                                               0.08




                                                                                                                                                                                                                                                                                                                                                           0.08
        VERTICAL CURVE LENGTH (m)




                                                                                                                                                                                                                                                                                                                                                                                                                0.03
                                                                                                                                                                                                                                                                                                                         0.95         3.05
        VERTICAL CURVE RADIUS (m)                                                                                                                                                                                                                                                                                                                          1.20

        VERTICAL GEOMETRY GRADE (%)                                             3.0%                          1.4%                           11.7%                                       0.8%
                                                                                4.00                                                          8.06
        VERTICAL GEOMETRY LENGTH (m)                                                                          5.11                                                                       25.96




        DATUM RL = 16.500
                                                                                  18.858
                                                                                                 18.839
                                                                                                                18.988
                                                                                                                                    19.060
                                                                                                                                               19.061
                                                                                                                                                        19.455
                                                                                                                                                                       20.000
                                                                                                                                                                                20.041



                                                                                                                                                                                            20.118




                                                                                                                                                                                                             20.195
                                                                                                                                                                                                                      20.200
                                                                                                                                                                                                                                                                                                                                                                                          1.50 - 12.5%
        FINISHED SURFACE LEVEL                                                                                                                                                                                                                          0.5%                                    7.90 - 11.5%                                          4.74 - 2.5% MAX                     KERB RAMP



                                                                                                                                                                                                                                                                                                                                                      B85 CLEARANCE PROFILE AS
                                                                                  18.858
                                                                                                 18.838
                                                                                                                19.092
                                                                                                                                    19.630
                                                                                                                                               19.631
                                                                                                                                                        19.772
                                                                                                                                                                       19.967
                                                                                                                                                                                20.406



                                                                                                                                                                                            20.478




                                                                                                                                                                                                             21.158
                                                                                                                                                                                                                      21.166
        EXISTING SURFACE LEVEL                                                                                                                                                                                                                                                                                                                        PER AS2890.1 FIGURE C1
                                                                                  -0.000


                                                                                                                -0.105
                                                                                                                                    -0.570
                                                                                                                                               -0.570
                                                                                                                                                        -0.316


                                                                                                                                                                                -0.365



                                                                                                                                                                                            -0.360




                                                                                                                                                                                                             -0.963
        CUT / FILL DEPTH                                                                                                                                                                                              -0.966
                                                                                                 0.001




                                                                                                                                                                       0.033




                                                                                                                                                                                                                                                                                                                                                                                   0.04
                                                                                                                                                                                                                                                                                                                  0.08




                                                                                                                                                                                                                                                                                                                                                             0.08
                                                                                                                                                                       14.669




                                                                                                                                                                                                                      40.629




                                                                                                                                                                                                                                                                                                                                                                                                               0.02
        CONTROL LINE CHAINAGE
                                                                                                 0.234


                                                                                                                                    6.614
                                                                                                                                               6.622




                                                                                                                                                                                                                                                                                                                         0.90        2.80
                                                                                                                1.5




                                                                                                                                                        10


                                                                                                                                                                                20



                                                                                                                                                                                            30




                                                                                                                                                                                                             40




                                                                                                                                                                                                                                                                                                                                                          1.19
                                                                                  0




      A1 SCALE: H 1:500, V 1:50

      DRIVEWAY LONGITUDINAL SECTION




                                                                                                                                                                                                                                                                                                                                                                                                                                          221304-OPW-01-230327.DWG
                                                                                                                                                                                                                                      SCALE                                APPROVAL                        ISSUE DATE DESCRIPTION                                   BY    CHKD     DRAWING DETAILS                     PROJECT NUMBER
PROJECT                             CLIENT                                                                                                                                                                                                                                                                   1 19-05-22 FOR APPROVAL                                DTB    DK
PROPOSED DUPLEX                     KUMAR MAHADEVAN                                                                                                                                                                                                                         .................
                                                                                                                                                                                                                                                                                                             2 26-08-22 RFI RESPONSE UPDATES
                                                                                                                                                                                                                                                                                                             3 27-03-24 AS-CONSTRUCTED FOR MINOR CHANGE
                                                                                                                                                                                                                                                                                                                                                                    DK
                                                                                                                                                                                                                                                                                                                                                                    DK
                                                                                                                                                                                                                                                                                                                                                                           DK
                                                                                                                                                                                                                                                                                                                                                                           DK
                                                                                                                                                                                                                                                                                                                                                                               DATUM
                                                                                                                                                                                                                                                                                                                                                                               DESIGN
                                                                                                                                                                                                                                                                                                                                                                                              AHD
                                                                                                                                                                                                                                                                                                                                                                                               DK
                                                                                                                                                                                                                                                                                                                                                                                                                       221304
23 CORAL TREE AVENUE NOOSA HEADS                                                                                                                                                                                               AS NOTED                                   DANIEL KENNA                                                                                         DRAWN                     DK             SHEET     ISSUE
TITLE                                                                                                                                                                                                                                                                      (RPEQ 15522)
DRIVEWAY LONGITUDINAL SECTION
                                                                                                                                        e [email protected]           ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from     DRAWING STATUS                                                                                       DESIGN CHECK              DK            C10         3
AND CLEARANCE DIAGRAMS                                                                                                                                                                                                                                                  FOR APPROVAL                                                                                           DATE                 27-03-24
                                                                                                                                        a PO Box 988 Maroochydore 4558 p 0404 157 187     Ingeniir Pty Ltd
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