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20230023-231215-Rev C

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                                                                                                                                                               SITE BOUNDARY
                                                                                                                                     EXISTING EDGE
                                                                                                         CENTRE LINE




                                                                                                                                      OF BITUMEN
                                                                           DAVID LOW WAY                                                                                                                                                                                                                                                                DUPLEX 1 GARAGE




                                                                                                                                                                                                                                                                     DESIGN SURFACE




                                                                                                                                                                                                                                                                                                                EXISTING SURFACE




                                                                           DATUM R.L. 15.00
                                                                           GRADE                                         -4.84 %     -8.33 % 12.50 %                               5.00 % 2.70 %                  2.50 %                                         2.89 %                     124.89 %                                           0.00 %

                                                                           LENGTH

                                                                           HORIZONTAL ALIMNT
                                                                           ARC LENGTHS                                 TAN 3.557                                                                              TAN 8.354                                                                                                                   TAN 7.117




                                                                                                                                     -0.000
                                                                                                                                     -0.058
                                                                                                         0.000




                                                                                                                                                               0.016
                                                                                                                                                                               0.046

                                                                                                                                                                                         0.032



                                                                                                                                                                                                     0.005




                                                                                                                                                                                                                                     0.001




                                                                                                                                                                                                                                                            0.011




                                                                                                                                                                                                                                                                                               0.033
                                                                                                                                                                                                                                                                                               0.082




                                                                                                                                                                                                                                                                                                                                      0.045




                                                                                                                                                                                                                                                                                                                                                                             0.040
                                                                           CUT/FILL                      17.297




                                                                                                                                     17.125
                                                                                                                                     17.100




                                                                                                                                                               17.243
                                                                                                                                                                               17.287

                                                                                                                                                                                         17.317



                                                                                                                                                                                                     17.340




                                                                                                                                                                                                                                     17.390




                                                                                                                                                                                                                                                            17.425




                                                                                                                                                                                                                                                                                               17.480
                                                                                                                                                                                                                                                                                               17.530




                                                                                                                                                                                                                                                                                                                                      17.530




                                                                                                                                                                                                                                                                                                                                                                             17.530
                                                                           DESIGN CENTRELINE
                                                                                                         17.297




                                                                                                                                     17.125
                                                                                                                                     17.158




                                                                                                                                                               17.226
                                                                                                                                                                               17.241

                                                                                                                                                                                         17.286



                                                                                                                                                                                                     17.335




                                                                                                                                                                                                                                     17.389




                                                                                                                                                                                                                                                            17.414




                                                                                                                                                                                                                                                                                               17.447
                                                                                                                                                                                                                                                                                               17.448




                                                                                                                                                                                                                                                                                                                                      17.485




                                                                                                                                                                                                                                                                                                                                                                             17.490
                                                                           NATURAL SURFACE




                                                                                                                                                                                                                                                            10.000




                                                                                                                                                                                                                                                                                               11.911
                                                                                                                                                                                                                                                                                               11.951




                                                                                                                                                                                                                                                                                                                                      15.000




                                                                                                                                                                                                                                                                                                                                                                             19.028
                                                                                                         0.000




                                                                                                                                     3.557
                                                                                                                                     3.857




                                                                                                                                                               5.000
                                                                                                                                                                               5.357

                                                                                                                                                                                         5.957



                                                                                                                                                                                                     6.797




                                                                                                                                                                                                                                     8.797
                                                                           CHAINAGE




                                                                                                                                                                                        SOUTHERN EDGE OF DRIVEWAY LONGITUDINAL SECTION
                                                                                                                                                                                                                                    SCALE 1:50




                                                                                                                                                                                                                                                                                                                                   0.80                  3.05             1.15




                                                                                                                                                                                                                                                                                                                               0.95                      3.05             1.20

                                                                                                                                                                                                                                                                                                                                                          5.20



                                                                                                                                                                                                                                                                                                                            B99 VEHICLE (REALISTIC MIN RADIUS) (2004)
                                                                                                                                                                                                                                                                                                                            OVERALL LENGTH                                            5.200m
                                                                                                                                                                                                                                                                                                                            OVERALL WIDTH                                             1.940m
                                                                                                                                                                                                                                                                                                                            OVERALL BODY HEIGHT                                       1.878m
                                                                                                                                                                                                                                                                                                                            MIN BODY GROUND CLEARANCE                                 0.120m
                                                                                                                                                                                                                                                                                                                            TRACK WIDTH                                               1.840m
                                                                                                                                                                                                                                                                                                                            LOCK-TO-LOCK TIME                                         4.00s
                                                                                                                                                                                                                                                                                                                                                                                                       1.0       0        1.0            2.0
                                                                                                                                                                                                                                                                                                                            KERB TO KERB TURNING RADIUS                               6.250m   SCALE                                           (metres)
                                                                                                                                                                                                                                                                                                                                                                                                             1 : 50 (FULL SIZE)


                                                                  North Point   Approved                                                                                                                                                                                                                  Project Address                                                    Title

                                                                                                                                                                                                                                                                                                          206 DAVID LOW WAY                                                  VEHICLE SWEPT PATHS VERTICAL PLAN - SHEET 1 OF 2
                                                                                                                                                                                                                                                                                                          PEREGIAN BEACH QLD 4573
                                                                                For and on behalf of RECOR Pty Ltd.

 C    15.12.23   REISSUED FOR APPROVAL               MP    AB                   Scale                                                                                                              ENGINEERING + PROJECT MANAGEMENT                                                                       Client Details                                                     PROJECT NAME:                              Project Number                    Sheet Size
                                                                                                                                                                                                   SUNSHINE COAST | BRISBANE | SYDNEY
 B    17.10.23   RFI UPDATE                          HL    BP                                                                                                                                     www.recorconsulting.com | ABN 89 647 469 707                                                            MADELEINE SWETE KELLY                                              PROPOSED UNIT                              20230023                            A1
 A    31.03.23   OPW ISSUE                           QT    BP
                                                                                                               AS SHOWN                                COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's client. This                                                                                      DEVELOPMENT                                Drawing Number                     Revision

                                                                                                                                                                                                                                                                                                                                                                                                                        068                                  C
                                                                                                                                                     drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as 'Issued For Construction' in

Rev   Date                   Revision Description   Drawn Check                                      DO NOT SCALE, IF IN DOUBT ASK                                                                                 the revision description.
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