20230033 23 Beckmans Concept Dway Layout

                                                                                                                       PROVIDE 6m WIDE DRIVEWAY
                                                                                                                       CROSSOVER TYPICALLY IN ACCORDANCE




                                                                                                                                                                                                               17




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPERTY
                                                                                                                                                                                                                                                                                                                                                                                                                                                              ROAD CL
                                                                                                                       WITH NSC STD DWG RS-056




                                                                          19




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BDY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                VIP RL 22.257
                                                                                                                                                                                                                                                                                                                                                                                                                                                               VIP RL 22.111




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  VIP RL 21.138




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    VIP RL 21.09
                                                                                                                                                                                                        18




                                                               20

                                                                                                                                                                                                                                                                                                                                                                                                         HORIZONTAL CURVE DATA                                                                                    R 12


                                                                                                                                                                                                                                                                                                                                                                                                         VERTICAL CURVE LENGTH (m)




                                                                                                                                                                                                                                                                                                            18
                                                                                                                                                                                                                                                                                                                                                                                                         VERTICAL CURVE RADIUS (m)
                                                                                                          REFER TO ARCHITECTURAL                                                                                                                                                                                                                                                                         VERTICAL GEOMETRY GRADE (%)                            -4.1%            -7.5%                                -0.3%
                                                                                                          PLANS FOR INTERNAL                                                                                                                                                                                                                                                                             VERTICAL GEOMETRY LENGTH (m)                            3.6             12.95                                16.02

                                                                                                          CONFIGURATION                                                                                                                                                                                                                                                                                  DATUM RL = 15.700




                                                                                                                                                                                                                                                                                                                                                                                                                                                            22.257
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     22.111

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                21.630
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         21.537
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   21.138
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  21.128

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           21.098
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    21.094
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   21.177
                                                                                                                                                                                                                                                                                                                                                                                                         FINISHED SURFACE LEVEL
                                                                         20.0
                                                              10.




                                                                                                                                                                                                                             20
                                                                 000


                                                                             00m




                                                                                                                                                                                                                                                                                                                                                     19
                                                    0.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                            22.257
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     22.111

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                21.647
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         21.584
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   21.189
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  21.061

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           21.025
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    21.091
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   21.177
                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING SURFACE LEVEL
                                                                             30.
                                                                    m




                                                                                 0
                                                       00m




                                                                            32.5 00m
                                                                                 63m


                                                                                                                                                                                                                                                                                                                                                                                                         CUT / FILL DEPTH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                -0.017
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         -0.047
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   -0.051




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   -0.087
                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.066

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0.073
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0.003
                                                                                                                                                                                                                                                                                                                                    20
                                                                                                                                                                                                                                                                                                                                                                                                         CONTROL LINE CHAINAGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         11.236
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   16.547




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    31.265
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   32.563
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3.595

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  20

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           30
                                                                                                                                                                                                                                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                                                                                                                                                                                         A1 SCALE: H 1:500, V 1:100
                                                                                                                                                                                                                                                                                                                                                                                                         LONGITUDINAL SECTION DWAY
                                                                                                 23
                                                         24




                                                                                                                                                                                                                             22




                                                                                                                                                                                                                                                                                                                                                            21
                                                                                                                  24




          30
                                                                                                                                                                                     VIP RL 22.257




                                                                                                                                                                                                             VIP RL 22.111




                                                                                                  STANDARDS 2004 (AU_B99
                                                                                                                                                                                                                                                                                                                    VIP RL 21.138




                                                                                                                                                                                                                                                                                                                                                                                                                            VIP RL 21.09
                                                                                                                          (c) 2023 Transoft Solutions,



                                                                                                                     NZ)
                                                                                                                                                         Inc. All rights reserved.




                                                                                                                                                                                                                                                                                                                                                               R 12
                                                                                                                                                                                                                                                                                                                                                                                                                                           Ground Clearance (units: m)
                                                                                                                                                                                                                                                                                                                                                                                                                                           Part # Front Wheelbase Rear
                                                                                                                                                                                                                                                                                                                                                                                                                                              #1     0.12     0.12     0.12
                                                                                                                                                                                                     -4.1%                                            -7.5%                                                                                                                                 -0.3%
                                                                                                                                                                                                      3.6                                             12.95                                                                                                                                 16.02

                                                                                                                                                                                                                                     VERTICAL CLEARANCE CHECK
                                                                                                                                                                                                                                                                      A1 SCALE: 1:100
                                                                                        North Point   Approved                                                                                                                                                                                                                                                                         Project Address                                              Title
                                                                                                      BEN PARRY
                                                                                                      28084                                                                                                                                                                                                                                                                            23 BECKMANS RD                                               CONCEPT DRIVEWAY ACCESS PLAN
                                                                                                                                                                                                                                                                                                                                                                                       TEWANTIN, 4565
                                                                                                      For and on behalf of RECOR Pty Ltd.                                                                                                                                                                                                                                              QLD, AUSTRALIA
                                                                                                      Scale                                                                                                                                                             ENGINEERING + PROJECT MANAGEMENT                                                                               Client Details                                               PROJECT NAME:                                                                                           Project Number   Sheet Size
                                                                                                                                                                                                                                                                        SUNSHINE COAST | BRISBANE | SYDNEY
02    29/06/2023 RFI UPDATE                                         BP             BP                                                                                                                                                                                  www.recorconsulting.com | ABN 89 647 469 707                                                                    MARK BAIN CONSTRUCTIONS                                      23 BECKMANS ROAD                                                                                        20230033           A1
01    24/03/2023 OPW ISSUE                                          BP             BP
                                                                                                                                                                                       1:500                                        COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's client. This                   PTY LTD                                                                                                                                                              Drawing Number    Revision

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            010                02
                                                                                                                                                                                                                                  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.