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RFI - Engineering Plans · MCU22/0197

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Original PDF page 10, section 1. The text section number identifies this passage in the reader.

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                                                                                                                                                                                                                   S




                                                                                                                                                                                                                                                                                                                                  SW
        CP                                                                                                   671
      SP111801                                                                                             RP225123




                                                                                                                                                                                                                                                                                                                              SW
                                                                                                                                                                                                                                W
                                                                                                                                                                                                               S




                                                                                                                                                                                                                                                                 3
                                                                                                                                                                                                                                                                                    .09




                                                                                                                                                                                                                                                              .2




                                                                                                                                                                                                                                                                                                                             SW
                                                                                                                                                                                                                                                            37
                                                                                                                                                                                                                                                                                  37




                                                                                                                                                                                                                                         2
                                                                                                                                                                                                                                       37.5
                                   39.4



                                            39.6



                                                      39.8




                                                                                                                                                                                                                               W
                                                                                                                                                                                                                           2
                                                                                                                                                                                                                       37.6
                                                                                                                                                                                                                                               37
                                                                                                                                                                                                                                                       .5




                                                                                                                                                                                                           S




                                                                                                                                                                                                                                                                                                                         SW
                                                                                LAWN
                                                                                                                                                                                                                        37.92




                                                                                                                                                                                                                                          37
                                                                                                                                                                                                                                             .93
                                                                                                                                                                                                    38.6




                                                                                                                                                                                                                                                                                                                        SW
                                                                                                                                                                                                                          4W
                                                                                                                                                                                                                                                                37.83
                             SWIMMING




                                                                                                                                                                                                                         .2
                                                                                                                                                                                                                       38
                               POOL




                                                                                                                                                                                             38.8
                             FFL 40.43




                                                                                                                                                                                                                                                                                                                    SW
                                                                                                                                                                                      39.0



                                                                                                                                                                                                           S
                                                                                                                                                                                    39




                                                                                                                                                                                                                            W
                                                                                                                                                                                     .2
                                                                                                                                                                                39.
                                                                                                                                                                                                                               73
                                                                         1/1                                     2/1                                                                                                     38.                   .6
                                                                                                                                                                                                                                                 8




                                                                                                                                                                                    4
                                                                                                                                                                                                                                          38




                                                                                                                                                                                                                                                                                                                   SW
                                                                                                                                                                      40.0
                                                                                                                                                                                                                                                                   38.53                                                                                                              CATCHMENT TABLE




                                                                                                                                                                             39.6
                                                                                                                                                                                                                                                                                                                                                                                   CATCHMENT                          AREA (Ha)




                                                                                                                                                         40.2
                                                                                                                       UNIT 2                                                                                                                                                                                                                                                             1/1                          0.0194




                                                                                                                                                                                                           S



                                                                                                                                                                                                                            W




                                                                                                                                                                                                                                                                                                               SW
                                                                                                                       FFL 40.50                                                                                                                                                                                                                                                          2/1                          0.0156

                                                                                                                                                                                                                                                                                                                                                                                          1/2                          0.0119




                                                                                                                                               40.4
                                                                                                                                                                                                                                                                                                                                                                                          2/2                          0.0158




                                                                                                                                                                                                    39
        CP




                                                                                                                                                                                                      .4



                                                                                                                                                                                                                        39




                                                                                                                                                                                                                                                                                                              SW
     SP111802




                                                                                                                                                                                                                          .3
                                                                                                                                                                                                                                                                                                                                                                                          3/2                          0.0120




                                                                                                                                                                                          39




                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                                     39.20




                                                                                                                                                                                                                                   31
                                                                                                                                                                                            .6
                                                                                                                                                                                    39




                                                                                                                                                                                                                               39.
                                                                                                                                                                                                                               W
                                                                                                                                                                                                           S
                                                                                                                                                                                       .8
                                                                                                                                                                                    40
                              CRAZY




                                                                                                                                                                                          .0
                            PAVED AREA




                                                                                                                                                                             40




                                                                                                                                                                                                                                                                                                          SW
                                                                                                                                                                              .2
                                                                                                                                                                                                                                                                                                                                                                                  LEGEND:




                                                                                                                                                                                                                                          39.
                                                                                                                                                                                                                                39.9


                                                                                                                                                                                                                                               81
                                                                                                                                                                                                                                                                    39.70                                                                                                                                                  ADJACENT BOUNDARY




                                                                                                                                                                                                                               W   9
                                                                                                                                                                                                           S




                                                                                                                                                                                                                                                                                                         SW
                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED BOUNDARY
                                                       1/2                                                 2/2         UNIT 1                                   3/2




                                                                                                                                                                                                                                                     40
                                                                                                                       FFL 41.50                                                                                                                                                                                                                                                                    40.5                   EXISTING CONTOUR MAJOR




                                                                                                                                                                                                                          .41
                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING CONTOUR MINOR




                                                                                                                                                                                                                       40




                                                                                                                                                                                                                                                                                                     SW
                                                                                                                                                                                                                                                                Edge of Bitumen
                            LAWN                                                                                                                                                                                                                                                                                                                                                                                           EXISTING FENCE




                                                                                                                                                                                                                               W
                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING BUILDING




                                                                                                                                                                                                           S
                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING KERB AND CHANNEL




                                                                                                                                                                                                                                                                                                    SW
                                                                                SWIMING POOL                                                                                                                                                                                                                                                                                          E                       E            EXISTING ELECTRICITY
                                                                                  FFL 41.45                                                                                                                               40.8
                                                                                                                                                                                                                              6                                                                                                                                                       SW                      SW           EXISTING STORMWATER




                                                                                                                                                                                                                                              40.
                                                                                                                                                                                                                               W
                                                                                                                                                                                                                                                  88
                                                                                                                                                                                                                                                                    40.74                                                                                                             W                       W            EXSTING WATER




                                                                                                                                                                                                                                                                                                SW
                                                                                                                                                                                                           S
                                                                                                                                                                                                                                                                                                                                                                                      S                       S            EXISTING SEWER

                                                                                                                                                                                                                                                                                                                                                                                                                           ELECTRICITY SERVICE

                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING STORMWATER MANHOLE




                                                                                                                                                                                                                                                                                               SW
                                                                                                                                                                                                                               W
                                                                                                                                                                                                                          41.40                                                                                                                                                                                            EXISTING WATER FIRE HYDRANT

                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING WATER METER




                                                                                                                                                                                                           S
                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING SEWER CHAMBER




                                                                                                                                                                                                                                   .51




                                                                                                                                                                                                                                                                                           SW
                                                                 1




                                                                                                                                                                                                                               41
                                                                                                                                            2
                                                              SP194330                                                                   SP194330                                                                                                                      41.53                                                                                                                                               EXISTING TREE




                                                                                                                                                                                                                                                    .63
                                                                                                                                                                                                                               W

                                                                                                                                                                                                                                               41
                                                                                                                                                                                                                                                                                                                                                                                                    40.5                   PROPOSED CONTOUR MAJOR




                                                                                                                                                                                                                                                                                          SW
                                                                                                                                                                                                           S


                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED CONTOUR MINOR

                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED RETAINING WALL

                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED CATCHMENT STORMWATER

                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED STORMWATER PIPE

                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED STORMWATER PIT



                                                                                                                                                                                                                                                                                                                                                                                                1      0          1   2     3       4   5
                                                                                                                                                                                                                                                                                                                                                                                  SCALE                                                     (metres)
                                                                                                                                                                                                                                                                                                                                                                                                           1 : 100 (FULL SIZE)



                                                                                                           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
     © ABN 89 647 469 707
                                     B    23/02/23   INFORMATION RESPONSE               QT     JB    JB
                                                                                                                                                                                                                                                                                                                                             NATHAN WAGSTAFF    CATCHMENT LAYOUT PLAN CONSTRUCTION
        37 MARY ST                                                                                                                                                                                                                                                                                                                              RPEQ: 26443
                                     A    25/10/22   FOR APPROVAL                       QT     JB    JB    SCALE:
    NOOSAVILLE, QLD 4566                                                                                                                                                                                                                                                                                                                        CPEng NER       DRAWING NUMBER:                                           PROJECT NUMBER:                  SHEET REV:
                               REV        DATE               DESCRIPTION               DWN     CHK   APP
       +61 7 5211 1003
                                                                                                                                         1:100                                                                                                                                                                                                 DATE: 23/02/23                                                                                               SIZE:
    RECORCONSULTING.COM                                             REVISIONS
                                                                                                                               DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                                                                                045                                                       20220237                         A1 B

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