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Stormwater Management Plan · MCU22/0058

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                                                                                                                                                                                                                                                                                                                                                    MCU
                                                                                                                                                                                                                                                                                                                                     NOT FOR CONSTRUCTION




                                                                                                                                                         VIP RL 24.297
                                                                                                                           VIP RL 23.602
                                                                                                       VIP RL 23.527
                                                                                                      VIP RL 23.492
                                                                                                      VIP RL 23.468




                                                                                                                                                                                                        VIP RL 23.4
HORIZONTAL CURVE DATA


VERTICAL CURVE LENGTH (m)                                                                                              VC 1.5                          VC 4                                         VC 1.5
VERTICAL CURVE RADIUS (m)                                                                                              R 9.99                          R 11                                         R 9.18
VERTICAL GEOMETRY GRADE (%)                                                                     -2% 5%7.7%5%                               20%                               -16.3%                                                                                    0%
VERTICAL GEOMETRY LENGTH (m)                                                                    2.52 0.47
                                                                                                       0.451.5                             3.48                               5.49                                                                                     9.07

DATUM RL = 21.800

FINISHED SURFACE LEVEL




                                                                                       23.518



                                                                                                   23.468
                                                                                                            23.492
                                                                                                                       23.493
                                                                                                                                  23.527
                                                                                                                                           23.564
                                                                                                                                                    23.630
                                                                                                                                                               23.752
                                                                                                                                                                         23.897
                                                                                                                                                                                  24.066
                                                                                                                                                                                           24.115
                                                                                                                                                                                                    24.117
                                                                                                                                                                                                              24.031
                                                                                                                                                                                                                       23.970
                                                                                                                                                                                                                                      23.523
                                                                                                                                                                                                                                                              23.437
                                                                                                                                                                                                                                                                                   23.431
                                                                                                                                                                                                                                                                                            23.400
                                                                                                                                                                                                                                                                                                     23.400

                                                                                                                                                                                                                                                                                                              23.400
EXISTING SURFACE LEVEL




                                                                                                                       23.461
                                                                                                                                  23.586
                                                                                                                                           23.744
                                                                                                                                                    23.887
                                                                                                                                                               24.029
                                                                                                                                                                         24.166
                                                                                                                                                                                  24.715
                                                                                                                                                                                           24.827
                                                                                                                                                                                                    24.844
                                                                                                                                                                                                              24.953
                                                                                                                                                                                                                       24.986
                                                                                                                                                                                                                                      25.177
                                                                                                                                                                                                                                                              25.198
                                                                                                                                                                                                                                                                                   25.200
                                                                                                                                                                                                                                                                                            25.223
                                                                                                                                                                                                                                                                                                     25.866

                                                                                                                                                                                                                                                                                                              25.853
CUT / FILL DEPTH




                                                                                                                                  -0.059
                                                                                                                                           -0.180
                                                                                                                                                    -0.257
                                                                                                                                                               -0.277
                                                                                                                                                                         -0.270
                                                                                                                                                                                  -0.649
                                                                                                                                                                                           -0.712
                                                                                                                                                                                                    -0.727
                                                                                                                                                                                                              -0.922
                                                                                                                                                                                                                       -1.016
                                                                                                                                                                                                                                      -1.655
                                                                                                                                                                                                                                                              -1.761
                                                                                                                                                                                                                                                                                   -1.770
                                                                                                                                                                                                                                                                                            -1.823
                                                                                                                                                                                                                                                                                                     -2.466

                                                                                                                                                                                                                                                                                                              -2.453
                                                                                                                       0.031
                                                                                                                                                                                                                                                                                                                                                                                1/04/2022


CONTROL LINE CHAINAGE




                                                                                                                                                                                                                       10.425
                                                                                                                                                                                                                                      13.163
                                                                                                                                                                                                                                                              13.839
                                                                                                                                                                                                                                                                                   13.913
                                                                                                                                                                                                                                                                                            14.663


                                                                                                                                                                                                                                                                                                              22.981
                                                                                                   2.521
                                                                                                            2.996
                                                                                                                       3.009




                                                                                                                                                                         6.425
                                                                                                                                                                                  7.565
                                                                                                                                                                                           8.425
                                                                                                                                                                                                    8.627
                                                                                                                                                                                                                                                                                                                                                                                EA ID: 2557785




                                                                                                                                  3.45


                                                                                                                                                    4.95
                                                                                                                                                                                                                                                                                                                                                                                 RPEQ: 26443




                                                                                                                                           4.2


                                                                                                                                                               5.7




                                                                                                                                                                                                              10




                                                                                                                                                                                                                                                                                                     20
                                                                                       0                                                                                                                                                                                                                                                DO NOT SCALE, IF IN DOUBT ASK!

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


                                                                                                                                                                                                0                                                                                                         10
                                                                                                                                                                                                                                                                                                                        A 30/03/22 ISSUE FOR MCU                                            BP        NW
                                                                                                                                                                                                                                                                                                                       Rev Date             Description                                     By Chk



                    B99                                                                                                                                                                                                   B99
 STANDARDS 2004 (AU_NZ)
                                                              reserved.
               (c) 2022 Transoft Solutions, Inc. All rights




                                                                                                                                                                                                                          STANDARDS 2004 (AU_NZ)
                                                                                                                                                                                                                          (c) 2022 Transoft Solutions, Inc. All rights [email protected]
                                                                                                                                                                                                                                                                                                                          37 MARY ST NOOSAVILLE, QLD
                                                                                                                                                                                                                                           Ground Clearance (units: mm)                                                   07 5211 1003
                                                                                                                                                                                                                                           Part # Front Wheelbase Rear                                                 Client


                                                                                                                                                                                                                                              #1     120       120      120                                            FORDE PROPERTY
                                                                                                                                                                                                                                                                                                                       Project Name
                                                                                                                                                                                                                                                                                                                       RESIDENTIAL DUPLEX DEVELOPMENT
                                                                                                                                                                                                                                                                                                                       6 WYANDRA STREET
                                                                                                                                                                                                                                                                                                                       NOOSA HEADS
                                                                          VERTICAL CLEARANCE LOWER DRIVEWAY                                                                                                                                                                                                             Title
                                                                                                                                                                                                                                                                                                                       DRIVEWAY SECTIONS
                                                                                                                                                                                                                                                                                                                       1 OF 2




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

                                                                                                                                                                                                                                                                                                                        Drawing No.                                                        Revision

                                                                                                                                                                                                                                                                                                                                C32                                                               A

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