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BBNE01676-0001-REP-001-0-Noosa Calile Overland Flow_Optimized

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  REV
  DATE
                                                                                                                                                                                                                                                                                                                                                                        LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            900 x 900
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            900 x 600
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            600 x 600
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            450 x 450
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             INTERNAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         NAME




                                                                                                                                                                                                                                                                                                                                                                                                                                     LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DIMENSIONS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (Cumecs)




                                                                                                                                                                                                                                                                                                                                                                                             RUNNING
                                                                                                                                                                                                                                                                                                                                                                                                                                                      OF DRAIN




                                                                                                                                                                                                                                                                                                                                                                                             CHAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PIPE FLOW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    HYDRAULIC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               STRUCTURE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         STRUCTURE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DESCRIPTION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    GRADE LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            < 600




                                                                                                                                                                                                                                                                                                                                                                                                                                                      INVERT LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >1200




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PIPE GRADE %




                                                                                                                                                                                                                                                                                                                                                                                                               COORDINATES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DEPTH




  DESCRIPTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     MAXIMUM DEPTHS




                                                                                                                                                                                                                                                                                                                                                                                                               (Easting/Northing))
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            MAXIMUM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PIPE SLOPE 1 in X




                                                                                                                                                                                                                                                                                                                                                                                                                                     DESIGN SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            > 600 <900




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DEPTH TO INVERT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >900 <1200




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PIPE SIZEmm (Class)




                                                                                                                                                                                                                                                                                                                                                                                                               STRUCTURE SETOUT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ALL LIDS/GRATES TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              BE BOLT DOWN TYPE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 FULL PIPE FLOW VEL. (m/s)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PART FULL FLOW VEL. (m/s)
                                                                                                                                                                                                                                                                                                                                                                                            0.000             E= 8405.398            18.800                                                         18.829                                                                                                                                                                                                                                                       EXISTING 600sq GRATED PIT                 1/1




  BY
                                                                                                                                                                                                                                                                                                                                                                                                             N= 80584.236                             17.060         1.740                          18.822                                                                                                                                                                                                                                                       WITH CONCRETE APRON




                                                                                                                                                                                                                                                                                                                                                                                                    5.673
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.18
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       600(2)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0.052
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       141.83
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0.71%




  CHKD
                                                                                                                                                                                                                                                                                                                                                                                                  5.673       E= 8409.345            18.300           17.020         1.280                          18.822                                                                                                                                                                                                                                                        1500x1500 PIT WITH RAISED               2/1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DATUM RL 1.0
                                                                                                                                                                                                                                                                                                                                                                                                             N= 80580.161                             17.000         1.300                          18.140                                                                                                                                                                                                                                                       BOLT DOWN CLASS 'D' GRATE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1.95
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       600(2)




                                                                                                                                                                                                                                                                                                                                                                                                    28.932
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0.570
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       29.12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       3.43%
                                                                                                                                                                                                                                                                                                                                                                                                  34.605      E= 8415.709            17.250           16.006         1.244                          17.911                                                                                                                                                                                                                                                        900x900 PIT IMPERVIOUS                  3/1
                                                                                                                                                                                                                                                                                                                                                                                                             N= 80551.938                             15.986         1.264                          17.636                                                                                                                                                                                                                                                       BOLT DOWN LID




           RPEQ - 4784
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1.95
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       600(2)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0.570




                                                                                                                                                                                                                                                                                                                                                                                                    35.786
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       106.95
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.93%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          4/1




                                                                                                        STEVEN HARRISON
           DIRECTOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                  70.391      E= 8390.876            17.070           15.652         1.418                          17.353                                                                                                                                                                                                                                                       1800dia x 2400d RAPID INFILTRATION PIT




                                                                                                                                                              NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                             N= 80526.171                             15.651         1.419                          17.022                                                                                                                                                                                                                                                       WITH 900x900 CLASS 'B' GRATE




       .......................
                                                                                                                                                                                     FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING SURFACE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.63
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       600(2)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0.770




                                                                                                                                                                                                                                                                                                                                                                                                    40.363
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       106.95
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.94%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DESIGN SURFACE




                                                                                                                                                                                                                      NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         4A/1




                                                                                                                                                                                                                                                                                                                                     PURPOSES.
                                                                                                                                                                                                                                                                                                                                                                                                  110.754 E= 8362.912                16.850           15.273         1.577                          16.440                                                                                                                                                                                                                                                       1800dia x 2400d RAPID INFILTRATION PIT




                                                                                                                                                                                      Drawn: PBL
                                                                                                                                                                                                                                                                                                                                             PBL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WITH 900x900 CLASS 'B' GRATE




                                                                                            Datum AHD
                                                                                                                                                                                                                                                                                                                                                                                                          N= 80497.065                                15.272         1.578                          16.313




A1 SHEET SIZE
                                                                                                                                                                                       Date: AUG 2022
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.70




                                                                                                                Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       600(2)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0.789




                                                                                                                                                                                                                                                                                                                                                                                                    29.974
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       106.95
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.94%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         4B/1
                                                                                                                                                                                                                                                                                                                                                                                                  140.728 E= 8342.121                16.300           14.992         1.308                          15.860                                                                                                                                                                                                                                                       1800dia x 2400d RAPID INFILTRATION PIT
                                                                                                                                                                                                                                                                                                                                                                                                          N= 80475.474                                14.991         1.309                          15.758                                                                                                                                                                                                                                                       WITH 900x900 CLASS 'B' GRATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Q100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.72




                                                                                                                                                                                                                                                                                                                                                                        1
                                                                                                                                                                                                                                                                                                                                                                                                    9.749
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       600(2)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0.795
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       106.95
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.94%
                                                                                                                                                                                                                                                                                                                                                                                                  150.477 E= 8335.392                16.150           14.900         1.250                          15.608                                                                                                                                                                                                                                                        900x900 GRATED PIT                      5/1
                                                                                                                                                                                                                                                                                                                                                                                                          N= 80468.420                                13.650         2.500                          14.956                                                                                                                                                                                                                                                       BOLT DOWN CLASS 'B' GRATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.89
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       600(2)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0.844
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       13.33




                                                                                                                                                                                                                                                                                                                                                                                                    16.004
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       7.50%




                                                                                                                                                                                                                                                                                                                                                                                                  166.481 E= 8332.957                13.500           12.450         1.050                          14.679                                                                                                                                                                                                                                                        900x900 GRATED PIT                      6/1
                                                                                                                                                                                                                                                                                                                                                                                                          N= 80452.602                                11.500         2.000                          14.584                                                                                                                                                                                                                                                       BOLT DOWN CLASS 'B' GRATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.90
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       600(2)




                                                                                                                                                                                                                                                                                                                                                                                                    6.143
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0.848
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       200.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.50%




                                                                                                                                                                                                                                                                                                                                                                                                  172.624 E= 8331.661                13.350           11.469         1.881                          14.477                                                                                                                                                                                                                                                        1200x1200 GRATED PIT WITH               7/1
                                                                                                                                                                                                                                                                                                                                                                                                          N= 80446.597                                11.401         1.949                          12.884                                                                                                                                                                                                                                                       BOLT DOWN CLASS 'D' GRATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       5.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       600(2)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.460
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       40.00




                                                                                                                                                                                                                                                                                                                                                                                                    17.342
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.50%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         300 MIN CLEARANCE
                                                                                                                                                                                                                                                                                                                                                                                                  189.966 E= 8345.154                12.262           10.968         1.294                          11.985                                                                                                                                                                                                                                                        1200x1200 GRATED PIT                    8/1
                                                                                                                                                                                                                                                                                                                                                                                                          N= 80435.703                                10.948         1.314                          11.398                                                                                                                                                                                                                                                       BOLT DOWN CLASS 'D' GRATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  -6.0




   FILENAME : a6769-24-D07 DRAINAGE LONG SECTION.dwg - DATE : 27/2/25 - 11:30am - XREF's:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WITH CONCRETE APRON
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         2.89
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         6.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1200




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.564
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 IL8.84




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        11.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       8.54%




                                                                                                                                                                                                                                                                                                                                                                                                    30.401
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                14.45m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SEWER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       x 450 (RCBC)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  (6.26 63.20%A)




                                                                                                                                                                                                                                                                                                                                                                                                  220.367 E= 8372.534                 9.500           8.350          1.150                          7.544                                                                                                                                                                                                                                                         1500x900 PIT WITH IMPERVIOUS            9/1
                                                                                                                                                                                                                                                                                                                                                                                                          N= 80422.490                                7.000          2.500                          7.450                                                                                                                                                                                                                                                        BOLT DOWN LID
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   4.97
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.89
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1200




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.564
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       24.71




                                                                                                                                                                                                                                                                                                                                                                                                    16.925
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       4.05%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       x 450 (RCBC)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            (4.90 63.20%A)




                                                                                                  A.B.N. 91 611 354 511
                                                                                                                                                                                                                                                                                                                                                                                                  237.292 E= 8386.958                 7.200            6.315         0.885                          6.577                                                                                                                                                                                                                                                        STONE PITCHED HEADWALL                 OUT/1




                                                                                                  Web: http://www.alta.net.au
                                                                                                                                                                                                                                                                                                                                                                                                          N= 80413.636                                                                                                                                                                                                                                                                                                                                           WITH 5m2 GEOFABRIC & ROCK APRON




                                                                                                  Email: [email protected]
                                                                                                  Brah 101 pty ltd t/a Alta Projects

                                                                                                  26 Memorial Avenue, Cotton Tree
                                                                                                  PO Box 559, Cotton Tree, QLD, 4558
                                                                                                  Tel (07) 5475 4125 Fax (07) 5479 1607
                                                                                                                                                                                                                         PROJECT:

                                                                                             PROPOSED HOTEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      GRADE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          LEVELS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          LEVELS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CHAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              VC LENGTH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CUT(-)/FILL(+)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DATUM R.L.7.0


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DESIGN SURFACE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NATURAL SURFACE




                                                                                                                                                                                                                                                                                                                                                         F


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.000         19.070 19.070 0.000
                                                                                             for CALILE MALOUF INVESTMENTS



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          I.P.6.510, 18.350
                                                                                                                                                                                                                                                                                                                                                                        O



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6.510, 18.350
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         9.469, 18.750                       I.P.9.469, 
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