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Development Application part 2 of 2 Report and Plans MCU13/0030

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                                                                                                                                    FLUSH DIVERSION
                                                                                                                      /flRST  SYSTEt.A TO GARDEN BEDS

                                                                          ROOFWATER OOWNPIPE
                                                                                                                /’


SCREENED OVERFLOW PIPE
TO BIORETENTION BASIN




                                                                      .
                                                                  .
                                                              .

                                                         .’




                                                                                                          20r. VALVE SHUT OFF LEVEL




           SUPPLY OFF TAKE
           TO TOILET
           FLUSHING COLD                                                                                    lOr. FLOAT SWITCH,tVALVE ACTIVATION LEVEL
           WATER WASHING
           MACHINE AND
           LANDSCAPING




                              rtpICAL RAINWATER TANK WITH WATER AlJIOMA C BACKUP S’tSJEM




                                           project

        Callaghan & Toth                   PROPOSED KABARA HOSTEL                                        TYPICAL RAINWATER TANK
          Civil, Environmental &           Iocotion
          Hydraulic Engineers               20 TOPAZ STREET


~I~
 -==-
            8/41 Sunshine Beach Rood
                       PO BOX 2J05
                  NOOSA HEADS 4567
           ~, ,,,..., ,~ ,"’.,,,
            www.ca1loghon<lndtoth.com.ou
                                            COOROY


                                            Scale: NTS                             DATE: FEBRUARY 2013
                                                                                                                           Figure             4.2
                                                                                                                                                  15

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