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RFI - Engineering Plans · MCU22/0197

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Original PDF page 20, section 1. The text section number identifies this passage in the reader.

                                          12.50 %                2.51 %                            16.68 %                           25.00 %                                                    9.63 %                     16.67 %                                                  0.00 %
            GRADE
                                                                              5.00 %



          DATUM R.L. 36.00
                              38.90




                                                     39.08




                                                                           39.12


                                                                                       39.14




                                                                                                             39.39


                                                                                                                             39.43




                                                                                                                                                39.87


                                                                                                                                                                39.87




                                                                                                                                                                                                 40.18




                                                                                                                                                                                                                             40.48


                                                                                                                                                                                                                                        40.50




                                                                                                                                                                                                                                                            40.50




                                                                                                                                                                                                                                                                                                     40.50




                                                                                                                                                                                                                                                                                                             40.50
          DESIGN LEVELS
                              38.90




                                                     39.13




                                                                           39.23


                                                                                       39.26




                                                                                                             39.35


                                                                                                                             39.36




                                                                                                                                                39.49


                                                                                                                                                                39.49




                                                                                                                                                                                                 39.64




                                                                                                                                                                                                                             40.02


                                                                                                                                                                                                                                        40.03




                                                                                                                                                                                                                                                            40.12




                                                                                                                                                                                                                                                                                                     40.15




                                                                                                                                                                                                                                                                                                             40.20
          NATURAL SURFACE
                                                     -0.05




                                                                           -0.11


                                                                                       -0.12
                              0.00




                                                                                                             0.03


                                                                                                                             0.07




                                                                                                                                                0.38


                                                                                                                                                                0.37




                                                                                                                                                                                                 0.54




                                                                                                                                                                                                                             0.45


                                                                                                                                                                                                                                        0.47




                                                                                                                                                                                                                                                            0.38




                                                                                                                                                                                                                                                                                                     0.35




                                                                                                                                                                                                                                                                                                             0.30
          DEPTH




                                                                                                                                                                                                 10.00




                                                                                                                                                                                                                             13.08


                                                                                                                                                                                                                                        13.23




                                                                                                                                                                                                                                                            15.00




                                                                                                                                                                                                                                                                                                     20.00




                                                                                                                                                                                                                                                                                                             21.02
                              0.00




                                                     1.47




                                                                           2.97


                                                                                       3.31




                                                                                                             4.81


                                                                                                                             5.00




                                                                                                                                                6.74


                                                                                                                                                                6.77
          CHAINAGE


                                                                                                                                                                                 VERTICAL SWEPT PATH SECTION A
                                                                                                                                                                                                 PLAN 060
                                                                                                                                                                                                SCALE 1:50




                                                                                                                                                                                                                                                                                                                                                         0.80                 3.05                  1.15




                                                                                                                                                                                                                                                                                                                                                         0.95                 3.05                  1.20

                                                                                                                                                                                                                                                                                                                                                                               5.20



                                                                                                                                                                                                                                                                                                                                                   B99 VEHICLE (REALISTIC MIN RADIUS) (2004)
                                                                                                                                                                                                                                                                                                                                                   OVERALL LENGTH                                                5.200m

             GRADE                         12.50 %                2.50 %                                             16.67 %                                                                    1.16 %                      9.63 %                                         0.00 %                                                                  OVERALL WIDTH                                                 1.940m
                                                                                   5.00 %                                                                                                                                          18.08 %                                                                                                         OVERALL BODY HEIGHT                                           1.878m
                                                                                                                                                                                                                                                                                                                                                   MIN BODY GROUND CLEARANCE                                     0.120m
                                                                                                                                                                                                                                                                                                                                                   TRACK WIDTH                                                   1.840m
           DATUM R.L. 37.00                                                                                                                                                                                                                                                                                                                        LOCK-TO-LOCK TIME                                             4.00s
                                                                                                                                                                                                                                                                                                                                                   KERB TO KERB TURNING RADIUS                                   6.250m
                                 39.55




                                                         39.74




                                                                               39.78


                                                                                           39.80




                                                                                                                     40.07




                                                                                                                                                        40.38




                                                                                                                                                                                                    40.42




                                                                                                                                                                                                                           40.45


                                                                                                                                                                                                                                      40.48


                                                                                                                                                                                                                                                40.50




                                                                                                                                                                                                                                                               40.50




                                                                                                                                                                                                                                                                                             40.50
           DESIGN LEVELS
                                 39.55




                                                         39.82




                                                                               39.92


                                                                                           39.96




                                                                                                                     40.12




                                                                                                                                                        40.30




                                                                                                                                                                                                    40.55




                                                                                                                                                                                                                           40.73


                                                                                                                                                                                                                                      40.73


                                                                                                                                                                                                                                                40.74




                                                                                                                                                                                                                                                               40.78




                                                                                                                                                                                                                                                                                             40.88
           NATURAL SURFACE
                                                         -0.07




                                                                               -0.15


                                                                                           -0.16




                                                                                                                     -0.05




                                                                                                                                                                                                    -0.13




                                                                                                                                                                                                                           -0.28


                                                                                                                                                                                                                                      -0.26


                                                                                                                                                                                                                                                -0.24




                                                                                                                                                                                                                                                               -0.28




                                                                                                                                                                                                                                                                                             -0.38
                                 0.00




                                                                                                                                                        0.08




           DEPTH
                                                                                                                                                                                                    10.00




                                                                                                                                                                                                                           12.90


                                                                                                                                                                                                                                      13.15


                                                                                                                                                                                                                                                13.29




                                                                                                                                                                                                                                                               15.00




                                                                                                                                                                                                                                                                                             19.42
                                 0.00




                                                         1.50




                                                                               3.00


                                                                                           3.32




                                                                                                                     5.00




                                                                                                                                                        6.84




           CHAINAGE


                                                                                                                                                          VERTICAL SWEPT PATH SECTION B
                                                                                                                                                                                    PLAN 060
                                                                                                                                                                                   SCALE 1:50

                                                                                                                                                                                                                                                                                                                                                                        1.0           0     1.0            2.0
                                                                                                                                                                                                                                                                                                                                                                SCALE                                            (metres)
                                                                                                                                                                                                                                                                                                                                                                               1 : 50 (FULL SIZE)


                                                                                                                                                                        CLIENT DETAILS:                                                                 PROJECT ADDRESS:                                        APPROVED BY:             PROJECT NAME:

                                                                                                                                                                                                                                                                                                                                         PROPOSED RESIDENTIAL DUPLEX
                                                                                                                                                                                                                                                                                                                                         TITLE:                                           STATUS:
                                                                                                                                                                                          IZAROX QLD PTY LTD                                                  73 SOUTHERN CROSS PARADE
                                                                                                                                                                                                                                                                                                                                         VEHICLE SWEPT PATHS                              FOR APPROVAL - NOT FOR
                                                                                                                                                                                                                                                                SUNRISE BEACH QLD 4567                                                                                                    CONSTRUCTION
 © ABN 89 647 469 707
                                      B   23/02/23      INFORMATION RESPONSE                                                 QT            JB              JB
                                                                                                                                                                                                                                                                                                                      NATHAN WAGSTAFF    VERTICAL PLAN
    37 MARY ST                                                                                                                                                                                                                                                                                                           RPEQ: 26443
                                      A   25/10/22      FOR APPROVAL                                                         QT            JB              JB           SCALE:
NOOSAVILLE, QLD 4566                                                                                                                                                                                                                                                                                                     CPEng NER       DRAWING NUMBER:                                  PROJECT NUMBER:                   SHEET REV:
                              REV          DATE                      DESCRIPTION                                         DWN             CHK            APP
   +61 7 5211 1003
                                                                                                                                                                                                            1:100                                                                                                       DATE: 23/02/23                                                                                       SIZE:
RECORCONSULTING.COM                                                                REVISIONS
                                                                                                                                                                                           DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                                                         068                                              20220237                          A1 B

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