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Civil Works · MCU22/0058

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                                                                                                                                                                                                                                                                                                                                MCU
                                                                                                                                                                                                                                                                                                                 NOT FOR CONSTRUCTION




                                                                                                                                                                                                          VIP RL 25.655
                                                                                                                                                                 VIP RL 24.5
                                                                                                                                          VIP RL 24.072
                                                                                                                 VIP RL 23.972
                                                                                                                VIP RL
                                                                                                                VIP    23.937
                                                                                                                    RL 23.922
HORIZONTAL CURVE DATA


VERTICAL CURVE LENGTH (m)                                                                                                          VC 2                                                              VC 3
VERTICAL CURVE RADIUS (m)                                                                                                         R 13.33                                                            R 12
VERTICAL GEOMETRY GRADE (%)                                                                               -2% 5%
                                                                                                               7.7%5%                                     20%                      25%                                             0%
VERTICAL GEOMETRY LENGTH (m)                                                                              2.72 0.3
                                                                                                                0.45 2                                    2.14                     4.62                                            5.56

DATUM RL = 22.300

FINISHED SURFACE LEVEL




                                                                                                 23.977



                                                                                                             23.922
                                                                                                                      23.937
                                                                                                                                 23.972
                                                                                                                                            24.022
                                                                                                                                                           24.109
                                                                                                                                                                    24.272
                                                                                                                                                                               24.500
                                                                                                                                                                                        25.096
                                                                                                                                                                                                 25.280
                                                                                                                                                                                                            25.561
                                                                                                                                                                                                                          25.655




                                                                                                                                                                                                                                                                 25.655
EXISTING SURFACE LEVEL




                                                                                                                                 23.998
                                                                                                                                            24.123
                                                                                                                                                           24.280
                                                                                                                                                                    24.441
                                                                                                                                                                               24.701
                                                                                                                                                                                        25.139
                                                                                                                                                                                                 25.284
                                                                                                                                                                                                            25.552
                                                                                                                                                                                                                          25.774




                                                                                                                                                                                                                                                                 26.235
CUT / FILL DEPTH




                                                                                                                                 -0.027
                                                                                                                                            -0.101
                                                                                                                                                           -0.171
                                                                                                                                                                    -0.169
                                                                                                                                                                               -0.201
                                                                                                                                                                                        -0.043
                                                                                                                                                                                                 -0.004


                                                                                                                                                                                                                          -0.119




                                                                                                                                                                                                                                                                 -0.580
                                                                                                                                                                                                            0.009
                                                                                                                                                                                                                                                                                                                                                            1/04/2022


                                                                                                                                                                                                                                                                                                                                                            EA ID: 2557785
                                                                                                                                                                                                                                                                                                                                                             RPEQ: 26443


CONTROL LINE CHAINAGE




                                                                                                                                                                                                 10.733
                                                                                                                                                                                                            12.233
                                                                                                                                                                                                                          13.733




                                                                                                                                                                                                                                                                 17.789
                                                                                                             2.724
                                                                                                                      3.023
                                                                                                                                 3.474
                                                                                                                                            4.473
                                                                                                                                                           5.473
                                                                                                                                                                    6.473
                                                                                                                                                                               7.616
                                                                                                                                                                                                                                                                                                                    DO NOT SCALE, IF IN DOUBT ASK!




                                                                                                                                                                                        10
                                                                                                 0




A3 SCALE: H 1:250, V 1:50                                                                 LONGITUDINAL SECTION UPPER DRIVEWAY


                                                                                                                                                                                                                                                                                                    A 30/03/22 ISSUE FOR MCU                                            BP        NW
                                                                                                                                                                                                                                                                                                   Rev Date             Description                                     By Chk




                                                                                                                                                                                                                                          B99
                                                                                                                                                                                                                                          STANDARDS 2004 (AU_NZ)
                                                                                                                                                                                                                                          (c) 2022 Transoft Solutions, Inc. All rights [email protected]
                                      B99                                                                                                                                                                                                                                                             37 MARY ST NOOSAVILLE, QLD
                   STANDARDS 2004 (AU_NZ)
                                 (c) 2022 Transoft Solutions, Inc. All rights reserved.




                                                                                                                                                                                                                                                                                                      07 5211 1003
                                                                                                                                                                                                                                                             Ground Clearance (units: mm)          Client

                                                                                                                                                                                                                                                             Part # Front Wheelbase Rear           FORDE PROPERTY

                                                                                                                                                                                                                                                                #1     120       120      120      Project Name
                                                                                                                                                                                                                                                                                                   RESIDENTIAL DUPLEX DEVELOPMENT
                                                                                                                                                                                                                                                                                                   6 WYANDRA STREET
                                                                                                                                                                                                                                                                                                   NOOSA HEADS


                                                                 VERTICAL CLEARANCE UPPER DRIVEWAY
                                                                                                                                                                                                                                                                                                    Title
                                                                                                                                                                                                                                                                                                   DRIVEWAY SECTIONS
                                                                                                                                                                                                                                                                                                   2 OF 2




                                                                                                                                                                                                                                                                                                   Project No.                Discipline           Status
                                                                                                                                                                                                                                                                                                             20220078                      CIVIL           PRELIMINARY
                                                                                                                                                                                                                                                                                                   Designed By                Drawn By             Scale
                                                                                                                                                                                                                                                                                                                                                                                   (at
                                                                                                                                                                                                                                                                                                                  BRP                      BRP                   1:100            A1)

                                                                                                                                                                                                                                                                                                    Drawing No.                                                        Revision

                                                                                                                                                                                                                                                                                                            C33                                                               A

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