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RFI - Engineering Plans · MCU22/0197

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Original PDF page 11, section 1. The text section number identifies this passage in the reader.

                                                                   STRUCTURE
                                                                   NAME




                                                                                                      1/1




                                                                                                                                                                                           2/1




                                                                                                                                                                                                                                                 3/1



                                                                                                                                                                                                                                                                              1/2




                                                                                                                                                                                                                                                                                                                                               2/2




                                                                                                                                                                                                                                                                                                                                                                                                               3/2


                                                                                                                                                                                                                                                                                                                                                                                                                                                              2/1
                                                                                                       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

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