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A6107-22-L9-D03 [F] Drainage Longitudinal Sections

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EMERGENCY PIPE (Q100)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               OUT/10
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          OUT/4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1/10




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                                                                   NAME                                                                                                                                                                                                                                                                                                                                                                                                                                                 NAME




                                                                                                                                                                                                                                                                                                                                                                                                                                                       RAINWATER TANK OVERFLOW TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CLASS 'B'BOLT DOWN GRATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              900x900 GRATED PIT WITH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EMERGENCY OUTLET VIA
                                                                                                                                                                                                                                                                                                                                                                                                                                                      RAPID INFILTRATION PIT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PRECAST RC HEADWALL
                                                                                                       900x900 GRATED PIT




                                                                                                                                     900x900 GRATED PIT




                                                                                                                                                                   900x900 GRATED PIT




                                                                                                                                                                                          900x900 GRATED PIT




                                                                                                                                                                                                                        900x900 GRATED PIT




                                                                                                                                                                                                                                                      900x900 GRATED PIT




                                                                                                                                                                                                                                                                                    900x900 GRATED PIT




                                                                                                                                                                                                                                                                                                                                     900x900 GRATED PIT




                                                                                                                                                                                                                                                                                                                                                                     900x900 GRATED PIT




                                                                                                                                                                                                                                                                                                                                                                                                   900x900 GRATED PIT
                                                                   STRUCTURE                                                                                                                                                                                                                                                                                                                                                                                                                                            STRUCTURE




                                                                                                                                                                                                                                                                                                                OUTLET TO RAPID




                                                                                                                                                                                                                                                                                                                                                                                                                                  OUTLET TO RAPID




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              OUTLET TO RAPID
                                                                                                                                                                                                                                                                                                               INFILTRATION PITS




                                                                                                                                                                                                                                                                                                                                                                                                                                 INFILTRATION PITS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             INFILTRATION PITS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        OUTLET FROM RIP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1050mm DIAMETER
                                                                                                      CLASS 'D' GRATE




                                                                                                                                    CLASS 'D' GRATE




                                                                                                                                                                  CLASS 'D' GRATE




                                                                                                                                                                                         CLASS 'D' GRATE




                                                                                                                                                                                                                       CLASS 'D' GRATE




                                                                                                                                                                                                                                                     CLASS 'D' GRATE




                                                                                                                                                                                                                                                                                   CLASS 'B' GRATE




                                                                                                                                                                                                                                                                                                                                    CLASS 'B' GRATE




                                                                                                                                                                                                                                                                                                                                                                    CLASS 'B' GRATE




                                                                                                                                                                                                                                                                                                                                                                                                  CLASS 'B' GRATE
                                                                   DESCRIPTION                                                                                                                                                                                                                                                                                                                                                                                                                                          DESCRIPTION




      ALL LIDS/GRATES TO
      BE BOLT DOWN TYPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PARALLEL STORMWATER LINE 4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PUMP ROOM

                                                                                                                                                                                                                                                                                                                                                                                                   PUMP ROOM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING PATHWAY
              MAXIMUM DEPTHS                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED Ø300 TANK                                                                                                                         TO BE REINSTATED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     OUTLET. PROVIDE 2x 45deg
            INTERNAL                   MAXIMUM                                                                                                                                                                                                                                                                                                                                                                                                                                                       uPVC BENDS TO DIVERT
           DIMENSIONS                   DEPTH                                                                                                                                                                                                                                                                                                                                                                                                                                                        OUTLET UNDER POOL AREA
              450 x 450                < 600
              600 x 600                > 600 <900
              900 x 600                >900 <1200
              900 x 900                >1200




                                                                   PIPE SIZEmm (Class)                                 300(2)                        300(2)                                               300(2)                       375(2)                        375(2)                         375(2)                                                300(2)                     300(2)                        300(2)                                                      300(2)                                   PIPE SIZEmm (Class)                                        525(2)                                         525(2)


                                                                   PIPE GRADE %                                       0.50%                         0.50%                                                0.50%                         0.50%                          2.38%                         7.45%                                                 0.50%                     0.50%                         0.50%                                                     17.34%                                      PIPE GRADE %                                                0.26%                                          3.63%
                                                                   PIPE SLOPE 1 in X                                  200.00                        200.00                                               200.00                        200.00                         42.09                         13.43                                                 200.00                    200.00                        200.00                                                     5.77                                       PIPE SLOPE 1 in X                                          386.68                                          27.53
                                                                   FULL PIPE FLOW VEL. (m/s)                                1.16                          1.16                                                 0.25                          0.90                  1.04                         1.47                                                       0.98                           1.28                          1.63                                          2.26                                              FULL PIPE FLOW VEL. (m/s)                                   1.79                                    1.79
                                                                   PART FULL FLOW VEL. (m/s)                                                                                                                                                                      2.35                         3.92                                                                                                                                                                   5.37                                              PART FULL FLOW VEL. (m/s)                                                                          3.76
                                                                                                                                                                                                                                                               (1.67 1y)                    (2.75 1y)                                                                                                                                                              (5.37 1y)                                                                                                                                            (3.76 1y)
                                                                                                                DATUM RL -4.0                                                                                                                                                                                                                                                                                                                                                                                                                                 DATUM RL -5.0

                                                                   HYDRAULIC                                                                                                                                                                                                                                                                                                                                                                                                                                            HYDRAULIC




                                                                                                                                                                                                                                                                                                                                                                                                                                                      10.000
                                                                                                      10.251




                                                                                                                                                                                                                                                                                                                                                                                                                                                      10.768




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      8.151
                                                                                                                                                                                                                                                                                                                                    9.104
                                                                                                                                                                                         9.700




                                                                                                                                                                                                                                                                                   9.060
                                                                                                                                    9.809




                                                                                                                                                                                                                                                     9.630
                                                                                                                                                                                                                                                     9.508




                                                                                                                                                                                                                                                                                                              8.250




                                                                                                                                                                                                                                                                                                                                    8.850




                                                                                                                                                                                                                                                                                                                                                                                                                                8.250




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      8.720




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             7.570
                                                                                                      9.935


                                                                                                                                    9.826



                                                                                                                                                                  9.695
                                                                                                                                                                  9.686



                                                                                                                                                                                         9.733



                                                                                                                                                                                                                       9.695
                                                                                                                                                                                                                       9.686




                                                                                                                                                                                                                                                                                   8.845




                                                                                                                                                                                                                                                                                                                                                                    8.623
                                                                                                                                                                                                                                                                                                                                                                    8.549


                                                                                                                                                                                                                                                                                                                                                                                                  8.432
                                                                                                                                                                                                                                                                                                                                                                                                  8.324




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            8.632




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             7.276


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6.569
                                                                   GRADE LEVEL                                                                                                                                                                                                                                                                                                                                                                                                                                          GRADE LEVEL
                                                                   PIPE FLOW                                            0.082                         0.082                                                0.018                         0.099                             0.114                     0.163                                                 0.070                          0.091                         0.115                                                       0.160
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PIPE FLOW                                                   0.400                                           0.400
                                                                   (Cumecs)                                                                                                                                                                                                                                                                                                                                                                                                                                             (Cumecs)
                                                                                                                                                                                                                       1.111




                                                                                                                                                                                                                                                                                   1.010
                                                                                                                                                                  1.106




                                                                                                                                                                                                                                                                                                                                                                    1.150
                                                                                                                                    1.006




                                                                                                                                                                                                                       1.159




                                                                                                                                                                                                                                                                                   1.030




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.815
                                                                                                                 0.931



                                                                                                                                    1.026




                                                                                                                                                                                                    0.931




                                                                                                                                                                                                                                                                                                                                               0.931




                                                                                                                                                                                                                                                                                                                                                                                                                                1.250




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.500
                                                                                                                                                                                                                                                     1.247
                                                                                                                                                                                                                                                     1.267




                                                                                                                                                                                                                                                                                                              0.850




                                                                                                                                                                                                                                                                                                                                                                    1.688


                                                                                                                                                                                                                                                                                                                                                                                                  1.954
                                                                                                                                                                                                                                                                                                                                                                                                  1.974




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.250




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1.655
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1.758


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0.438
                                                                   DEPTH TO INVERT                                                                                                                                                                                                                                                                                                                                                                                                                                      DEPTH TO INVERT

                                                                   INVERT LEVEL                                                                                                                                                                                                                                                                                                                                                                                                                                         INVERT LEVEL
                                                                                                                                                                                                                                                                                                              8.000




                                                                                                                                                                                                                                                                                                                                                                    8.150
                                                                                                                                                                                                                       9.241


                                                                                                                                                                                                                                                     9.153
                                                                                                                                                                                                                                                     9.133




                                                                                                                                                                                                                                                                                                                                                                    7.612




                                                                                                                                                                                                                                                                                                                                                                                                                                7.500




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       9.700


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            8.500




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6.312
                                                                                                                                                                                                                                                                                   8.490
                                                                                                                                                                                                                                                                                   8.470




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 7.035
                                                                                                                 9.469


                                                                                                                                    9.394
                                                                                                                                    9.374


                                                                                                                                                                  9.294




                                                                                                                                                                                                    9.369


                                                                                                                                                                                                                       9.289




                                                                                                                                                                                                                                                                                                                                               8.369




                                                                                                                                                                                                                                                                                                                                                                                                  7.546
                                                                                                                                                                                                                                                                                                                                                                                                  7.526




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             6.845
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             6.742
                                                                   OF DRAIN                                                                                                                                                                                                                                                                                                                                                                                                                                             OF DRAIN
                                                                   DESIGN SURFACE                                                                                                                                                                                                                                                                                                                                                                                                                                       DESIGN SURFACE
                                                                                                      10.400



                                                                                                                                    10.400



                                                                                                                                                                  10.400




                                                                                                                                                                                         10.300



                                                                                                                                                                                                                       10.400



                                                                                                                                                                                                                                                     10.400




                                                                                                                                                                                                                                                                                                                                                                                                                                                      10.200
                                                                                                                                                                                                                                                                                   9.500




                                                                                                                                                                                                                                                                                                                                    9.300




                                                                                                                                                                                                                                                                                                                                                                    9.300



                                                                                                                                                                                                                                                                                                                                                                                                  9.500




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             8.500
                                                                                                                                                                                                                                                                                                              8.850




                                                                                                                                                                                                                                                                                                                                                                                                                                8.750




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             E= 508446.8960 8.750




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      8.850




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6.750
                                                                   LEVEL                                                                                                                                                                                                                                                                                                                                                                                                                                                LEVEL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            N= 7080539.7121
                                                                                                      N= 7080591.068



                                                                                                                                    N= 7080579.722



                                                                                                                                                                  N= 7080569.617




                                                                                                                                                                                         N= 7080583.647



                                                                                                                                                                                                                       N= 7080569.617



                                                                                                                                                                                                                                                     N= 7080558.339



                                                                                                                                                                                                                                                                                   N= 7080536.476



                                                                                                                                                                                                                                                                                                              N= 7080537.591




                                                                                                                                                                                                                                                                                                                                    N= 7080594.897




                                                                                                                                                                                                                                                                                                                                                                    N= 7080556.220



                                                                                                                                                                                                                                                                                                                                                                                                  N= 7080544.380



                                                                                                                                                                                                                                                                                                                                                                                                                                N= 7080540.014




                                                                                                                                                                                                                                                                                                                                                                                                                                                      N= 7080546.907
                                                                                                       E= 508452.194



                                                                                                                                     E= 508442.270



                                                                                                                                                                   E= 508430.079




                                                                                                                                                                                          E= 508422.596



                                                                                                                                                                                                                        E= 508430.079



                                                                                                                                                                                                                                                      E= 508416.641



                                                                                                                                                                                                                                                                                    E= 508432.586



                                                                                                                                                                                                                                                                                                               E= 508438.798




                                                                                                                                                                                                                                                                                                                                     E= 508479.017




                                                                                                                                                                                                                                                                                                                                                                     E= 508458.363



                                                                                                                                                                                                                                                                                                                                                                                                   E= 508452.452



                                                                                                                                                                                                                                                                                                                                                                                                                                 E= 508449.631




                                                                                                                                                                                                                                                                                                                                                                                                                                                       E= 508450.240




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      N= 7080539.479




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             N= 7080602.952



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 N= 7080598.392
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       E= 508444.170




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              E= 508481.172



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  E= 508492.098
                                                                   STRUCTURE SETOUT                                                                                                                                                                                                                                                                                                                                                                                                                                     STRUCTURE SETOUT
                                                                   COORDINATES                                                                                                                                                                                                                                                                                                                                                                                                                                          COORDINATES
                                                                   (Easting/Northing))                                                                                                                                                                                                                                                                                                                                                                                                                                  (Easting/Northing))

                                                                   RUNNING                                                                                                                                                                                                                                                                                                                                                                                                                                              RUNNING
                                                                                                                                    15.073



                                                                                                                                                                  30.908




                                                                                                                                                                                                                       15.901



                                                                                                                                                                                                                                                     33.444



                                                                                                                                                                                                                                                                                   60.505



                                                                                                                                                                                                                                                                                                              66.816




                                                                                                                                                                                                                                                                                                                                                                    43.846



                                                                                                                                                                                                                                                                                                                                                                                                  57.080



                                                                                                                                                                                                                                                                                                                                                                                                                                62.278




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             73.470



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 85.310
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            6.920
                                                                                                      0.000




                                                                                                                                                                                         0.000




                                                                                                                                                                                                                                                                                                                                    0.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                      0.000
                                                                                                                     15.073                       15.835                                                 15.901                       17.543                        27.061                           6.311                                                43.846                   13.234                          5.198                                                      6.920                                                                                                73.470                                        11.840




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0.000
                                                                   CHAINAGE                                                                                                                                                                                                                                                                                                                                                                                                                                             CHAINAGE
                                                                  LINE                                                                       2                                                                                                                1                                                                                                               4                                                                                                       3                                 LINE                                                                     10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   HORIZONTAL SCALE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0                20          40            60          80                              100m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1:1000 A1, 1:2000 A3


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   VERTICAL SCALE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0                 2           4            6           8                               10m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1:100 A1, 1:200 A3

NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
                                                                                                               PURPOSES.
                                                                                                                       PBL                                                                                                                                                                                                                                                                                              PROJECT:                                                                                                                DRAWING TITLE:
                                                                                                                                                                                                                                                                                                                                       Brah 101 pty ltd t/a Alta Projects
                                                                                                                                                            Drawn: PBL
                                                                                                                                                                                                                                                                                                                                       A.B.N. 91 611 354 511                                                                                                                                                                                    DRAINAGE LONGITUDINAL SECTIONS
                                                                                            FOR APPROVAL                                                     Date: JUNE 2021                                                                                                                                                           26 Memorial Avenue, Cotton Tree                                                  PROPOSED RESIDENTIAL DEVELOPMENT LOT 9
                                                                                                                                                                                                                                                                                                                                       PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                                                                                                                         Revision                                Sheet
  F    29/08/2024   REVISED ISSUE FOR APPROVAL, EMERGENCY PIPE ADDED           PBL   S.H.                                                                 Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                                                                                       Tel (07) 5475 4125 Fax (07) 5479 1607                                            at SERENITY CLOSE, NOOSA                                                                                                DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          A6107/22/L9/D03                                                F                               3 of
  E    17/02/2023   REVISED TANK OUTLET LOCATION & PIT 1/1 DETAIL              PBL   SKH       STEVEN HARRISON
                                                                                                                                                                                                                                                                                                                                       Email: [email protected]
  D
  A
       07/12/2022
       20/06/2022
                    CONSTRUCTION ISSUE
                    ISSUE FOR APPROVAL
                                                                               PBL
                                                                               PBL
                                                                                     S.H.
                                                                                     S.H.
                                                                                            .......................
                                                                                                DIRECTOR APPROVAL                                                Datum AHD
                                                                                                                                                                                                                                                                                                                                       Web: http://www.alta.net.au                                                      for CAPE BOUVARD DEVELOPMENTS
 REV    DATE                                  DESCRIPTION                      BY    CHKD       RPEQ - 4784                                                      A1 SHEET SIZE                            FILENAME : a6107-22-L9-D03 LONG SECTIONS.dwg - DATE : 29/8/24 - 2:37pm - XREF's: H-Approved-SH; H-Checked-SH                                                                                                                                                                                                      Council Ref:
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