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Approved Plans - MCU22/0197, OPW22/0296 & RAL22/0031

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       NOOSA COUNCIL
                                                                                                         STRUCTURE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       APPROVED PLAN
                                                                                                         NAME




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                                                                                                                                                                                                                                 2/1




                                                                                                                                                                                                                                                                                       3/1



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                                                                                                                                                                                                                                                                                                                                                                                     2/2




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MCU22/0197, OPW22/0296 & RAL22/0031
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          15 JUNE 2023




                                                                                                                                             600x600 FIELD INLET PIT




                                                                                                                                                                                                                                   900x900 FIELD INLET PIT




                                                                                                                                                                                                                                                                                                                     600x600 FIELD INLET PIT




                                                                                                                                                                                                                                                                                                                                                                                        600x900 FIELD INLET PIT




                                                                                                                                                                                                                                                                                                                                                                                                                                                      600x900 FIELD INLET PIT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     900x900 FIELD INLET PIT
                                                                                                        STRUCTURE
                                                                                                        DESCRIPTION




                                                                                                                                                                                                                                                                                        KERB ADAPTOR
                                                                                                                                                                                                                                                                                                                                                              EXISTING SURFACE




                                                                                                                                                                                                                                                                                                                                                                                                                                    DESIGN SURFACE



                                                                                                                                                                                                                                                                                                                                                                             Q100 HGL


                                                                                                                                                                                                                                                                                                                                                                            Q5 HGL




                                        VERTICAL SCALE 0.4    0   0.4   0.8   1.2   1.6   2.0   1:40 (meters)

                                  HORIZONTAL SCALE        2   0    2     4     6     8    10 1:200 (meters)
                                                                   (FULL SIZE)




                                                                                                         PIPE SIZE (mm)                                                                                150                                                               (2x)150x100                                                                        150                                                                      150                                                    150
                                                                                                         PIPE CLASS                                                                                    PVC                                                                  CHNL                                                                            PVC                                                                      PVC                                                    PVC

                                                                                                         PIPE GRADE (%)                                                                               4.50%                                                                1.00%                                                                            5.00%                                                                    2.00%                                                  2.00%
                                                                                                                                                                                                      22.22                                                                100.00                                                                           20.00                                                                    50.00                                                  50.00
                                                                                                         PIPE SLOPE (1 in X)
                                                                                                         FULL PIPE VELOCITY (m/s)                                                                      0.53                                                                 1.19                                                                             0.33                                                                    0.76                                                   1.08
                                                                                                                                                                                                       1.91                                                                 1.22                                                                             1.73                                                                    1.57                                                   1.70
                                                                                                         PART FULL VELOCITY (m/s)
                                                                                                                                 DATUM RL                              33.0                                                                                                                                                                    35.0
                                                                                                        PIPE FLOW
                                                                                                                                                                                                      0.009                                                                 0.036                                                                           0.006                                                                    0.013                                                  0.019
                                                                                                        (Cumecs)
                                                                                                                                             39.052




                                                                                                                                                                                                                                   38.143




                                                                                                                                                                                                                                                                                        37.928




                                                                                                                                                                                                                                                                                                                     40.461




                                                                                                                                                                                                                                                                                                                                                                                        39.401




                                                                                                                                                                                                                                                                                                                                                                                                                                                      39.146




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     38.143
                                                                                                         W.S.E. IN STRUCTURE
                                                                                                                                                                       39.023




                                                                                                                                                                                                                                    38.143
                                                                                                                                                                                                                                    37.998




                                                                                                                                                                                                                                                                                        37.928
                                                                                                                                                                                                                                                                                        37.928




                                                                                                                                                                                                                                                                                                                                               40.450




                                                                                                                                                                                                                                                                                                                                                                                         39.401
                                                                                                                                                                                                                                                                                                                                                                                         39.343




                                                                                                                                                                                                                                                                                                                                                                                                                                                       39.146
                                                                                                                                                                                                                                                                                                                                                                                                                                                       39.027




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      38.897
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      37.998
                                                                                                         HYDRAULIC GRADE LEVEL



                                                                                                         DEPTH TO INVERT
                                                                                                                                                                       0.952




                                                                                                                                                                                                                                    1.696
                                                                                                                                                                                                                                    1.726




                                                                                                                                                                                                                                                                                        0.100
                                                                                                                                                                                                                                                                                        0.100




                                                                                                                                                                                                                                                                                                                                               1.000




                                                                                                                                                                                                                                                                                                                                                                                         1.206
                                                                                                                                                                                                                                                                                                                                                                                         1.236




                                                                                                                                                                                                                                                                                                                                                                                                                                                       1.003
                                                                                                                                                                                                                                                                                                                                                                                                                                                       1.029




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0.820
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1.726
                                                                                                         INVERT LEVEL
                                                                                                                                                                       38.873




                                                                                                                                                                                                                                    37.930
                                                                                                                                                                                                                                    37.900




                                                                                                                                                                                                                                                                                        37.830
                                                                                                                                                                                                                                                                                        37.830




                                                                                                                                                                                                                                                                                                                                               40.300




                                                                                                                                                                                                                                                                                                                                                                                         39.223
                                                                                                                                                                                                                                                                                                                                                                                         39.193




                                                                                                                                                                                                                                                                                                                                                                                                                                                       38.904
                                                                                                                                                                                                                                                                                                                                                                                                                                                       38.877




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      38.807
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      37.900
                                                                                                         OF DRAIN

                                                                                                        DESIGN SURFACE
                                                                                                                                             39.825




                                                                                                                                                                                                                                   39.626




                                                                                                                                                                                                                                                                                        37.930




                                                                                                                                                                                                                                                                                                                     41.300




                                                                                                                                                                                                                                                                                                                                                                                        40.429




                                                                                                                                                                                                                                                                                                                                                                                                                                                      39.906




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     39.626
                                                                                                        LEVEL


                                                                                                         SETOUT
                                                                                                                                                                        N4998.335




                                                                                                                                                                                                                                                             N4995.574




                                                                                                                                                                                                                                                                                                       N4995.533




                                                                                                                                                                                                                                                                                                                                                N4978.823




                                                                                                                                                                                                                                                                                                                                                                                                                  N4978.761




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                N4992.029




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               N4995.574
                                                                                                                                             E1008.999




                                                                                                                                                                                                                                   E1029.758




                                                                                                                                                                                                                                                                                        E1036.793




                                                                                                                                                                                                                                                                                                                     E1002.378




                                                                                                                                                                                                                                                                                                                                                                                        E1023.919




                                                                                                                                                                                                                                                                                                                                                                                                                                                      E1029.683




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     E1029.758
                                                                                                         COORDINATES
                                                                                                                                                                                                                                    20.942




                                                                                                                                                                                                                                                                                        27.977




                                                                                                                                                                                                                                                                                                                                                                                         21.542




                                                                                                                                                                                                                                                                                                                                                                                                                                                       36.007




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      39.553
                                                                                                         CHAINAGE
                                                                                                                                              0.000




                                                                                                                                                                                                                                                                                                                      0.000




                                                                                                                                                                                                      20.942                                                                7.035                                                                           21.542                                                                  14.465                                                  3.546




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

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED RESIDENTIAL DUPLEX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TITLE:                                STATUS:
                                                                                                                                                                                                            IZAROX QLD PTY LTD                                                                                                                   73 SOUTHERN CROSS PARADE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    STORMWATER                             FOR APPROVAL - NOT FOR
                                                                                                                                                                                                                                                                                                                                                   SUNRISE BEACH QLD 4567                                                                                                                                                                  CONSTRUCTION
                                       © ABN 89 647 469 707
                                                                                     B    23/02/23    INFORMATION RESPONSE          QT      JB                                      JB
                                                                                                                                                                                                                                                                                                                                                                                                                                    NATHAN WAGSTAFF                                                 LONGITUDINAL SECTIONS
                                       37 MARY ST                                                                                                                                                                                                                                                                                                                                                                                      RPEQ: 26443
                                                                                     A    25/10/22    FOR APPROVAL                  QT      JB                                      JB    SCALE:
                                   NOOSAVILLE, QLD 4566                                                                                                                                                                                                                                                                                                                                                                                CPEng NER                                                     DRAWING NUMBER:                       PROJECT NUMBER:                  SHEET REV:
                                                                                    REV    DATE                 DESCRIPTION         DWN     CHK                                     APP
                                      +61 7 5211 1003
                                                                                                                                                                                                                 1:200H & 1:40V                                                                                                                                                                                                       DATE: 23/02/23                                                                                                                         SIZE:
                                  RECORCONSULTING.COM                                                                REVISIONS
                                                                                                                                                                                                               DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      046                                  20220237                         A1 B
Document Set ID: 22388183
Version: 1, Version Date: 28/04/2023

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