RFI - App B - Updated Engineering - 11 Robert St

                                                                                                           BOUNDARY




                                                                                                                                                                                                                                                                          BOUNDARY
                                                                                                           PROPERTY




                                                                                                                                                                                                                                                                          PROPERTY
                                                                                               1500 wide
                                                                                               footpath
                                                                                                                                                                                                                                                                              B85                                                                     LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                                                                                                                       LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                                                                                              STANDARDS 2004 (AU_NZ)                                                                     LTD
                                                                                                                                                                                                                                                                              (c) 2025 Transoft Solutions, Inc. All rights reserved.




                   B85
STANDARDS 2004 (AU_NZ)
              (c) 2025 Transoft Solutions, Inc. All rights reserved.




                                                                                                                                                                                                                                                                                                                                                                                                                 RPEQ 4928
                                                                                                                                                                                                                                                                                                                                                      OFF. 2C/82 PARKER STREET, MAROOCHYDORE                   PH 54 792 118

                                                                                                                                                                                                                                                                                                   Ground Clearance (units:  mm) REMAINS THE PROPERTY OF
                                                                                                                                                                                                                                                                                                                       THIS DRAWING
                                                                                                                                                                                                                                                                                                                       LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                                                                                                                                                                                                                                   Part # Front WheelbaseTHE SOLE USE OF THE CLIENT. NO PART
                                                                                                                                                                                                                                                                                                      #1     120      MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                                                                                                                                                                                                                                                                                     PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                                                                                                                                                                                                                                                                                        LINDSAY CONSULTING PTY LTD

                                                                                                                                                                                                                                                                                                                                                   CLIENT AND PROJECT DESCRIPTION

                                                                                                                                                                                                                                                                                                                                                      GJ GARDNER NOOSA
                                                                                               Refer
                                                                                               RS-50               1 in 8.4        1 in 18.3                           1 in 161              1 in 133            1 in 246              1 in 226                1 in 340                                                                               PROPOSED TRIPLEX
                                                                                                                                                                                                                                                                                                                                                      11 ROBERT STREET,
                                                                                                                                                                                                                                                                                                                                                      NOOSAVILLE
 DATUM -5
                                                                                                                                                                                                                                                                                                                                                   DRAWING TITLE
                                                                                                                                                                                                                                                                                                                                                      DRIVEWAY LONG SECTION



                                                                                                                        2.160




                                                                                                                                                         2.500




                                                                                                                                                                                  2.540




                                                                                                                                                                                                    2.570




                                                                                                                                                                                                                            2.600




                                                                                                                                                                                                                                                  2.630




                                                                                                                                                                                                                                                                          2.650
                                                                       1.310




                                                                                                           1.850
                                                                                       1.536
                                                                               1.498




 FINISHED LEVEL


                                                                                                                                                                                                                                                                                                                                                   SCALES




                                                                                                                                                                                  .24.300




                                                                                                                                                                                                                                                  42.450




                                                                                                                                                                                                                                                                          49.265
                                                                                                                                                                                                    28.300




                                                                                                                                                                                                                            35.670
                                                                                                                        11.650




                                                                                                                                                         17.680
                                                                       0.000



                                                                                       3.000




                                                                                                           9.050
                                                                               1.500




 CHAINAGE                                                                                                                                                                                                                                                                                                                                                                                      0               5m
                                                                                                                                                                                                                                                                                                                                                                                                 Orig. 1:100
                                                                                                                                                                    DRIVEWAY LONG SECTION - LOW SIDE
                                                                                                           BOUNDARY




                                                                                                                                                                                                                                                                             BOUNDARY
                                                                                                           PROPERTY




                                                                                                                                                                                                                                                                             PROPERTY
                                                                                                                                                                                                                                                                                                                                                   SURVEY DATUM
                                                                                               1500 wide
                                                                                               footpath
                                                                                                                                                                                                                                                                                                                                                      .

                                                                                                                                                                                                                                                                                        B85                   ASSOCIATED CONSULTANTS
                                                                                                                                                                                                                                                                                        STANDARDS 2004 (AU_NZ)
                                                                                                                                                                                                                                                                                        (c) 2025 Transoft Solutions, Inc. All rights reserved.




                   B85
STANDARDS 2004 (AU_NZ)
              (c) 2025 Transoft Solutions, Inc. All rights reserved.




                                                                                                                                                                                                                                                                                                            Ground Clearance (units: mm)
                                                                                                                                                                                                                                                                                                            Part # Front Wheelbase
                                                                                                                                                                                                                                                                                                               #1     120


                                                                                                                             1 in 27
                                                                                               Refer
                                                                                               RS-50               1 in 8.1 1 in 16                                 1 in 8                       LEVEL (at garage doors)


 DATUM -5                                                                                                                                                                                                                                                                                                                                         REVISION LIST
                                                                                                                                                                                                                                                                                                                                                  A                                 ORIGINAL ISSUE                  5/10/24
                                                                                                                                                                                                                                                                                                                                                  B                                 REVISED                         29/10/24
                                                                                                                                                                                                                                                                                                                                                  C                                 REVISED                         24/2/25
                                                                                                                                                                                                                                                                                                                                                  D                                 REVISED                         11/8/25
                                                                                                                        2.200



                                                                                                                                       2.400

                                                                                                                                                2.450
                                                                       1.350




                                                                                                           1.880
                                                                                       1.576
                                                                               1.538




                                                                                                                                                           2.680




                                                                                                                                                                                    2.680




                                                                                                                                                                                                        2.680




                                                                                                                                                                                                                              2.680




                                                                                                                                                                                                                                                    2.680


                                                                                                                                                                                                                                                             2.650




                                                                                                                                                                                                                                                                            2.650
 FINISHED LEVEL                                                                                                                                                                                                                                                                                                                                   E                                 REVISED FOLLOWING RFI           16/10/25




                                                                                                                                                                                                                                                    42.800


                                                                                                                                                                                                                                                             45.120




                                                                                                                                                                                                                                                                            49.610
                                                                                                                                                                                    24.650




                                                                                                                                                                                                        28.650




                                                                                                                                                                                                                              36.000
                                                                                                                        11.650



                                                                                                                                       14.850

                                                                                                                                                16.280

                                                                                                                                                           18.030
                                                                       0.000



                                                                                       3.000




                                                                                                           9.050
                                                                               1.500




 CHAINAGE
                                                                                                                                                                                                                                                                                                                                                 Computer File
                                                                                                                                                                                                                                                                                                                                                                                           240771OPW.DWG
                                                                                                                                                                                                                                                                                                                                                 DRAWING NUMBER                                                  SHEET   REV.
                                                                                                                                                                    DRIVEWAY LONG SECTION - HIGH SIDE                                                                                                                                                                                        24-0771-OPW5          5 E