Appeal judgement 30-32 Doonella St Tewantin - MCU21-0013 OPW21-0013

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Residential Building A
       DRAINAGE NOTES:




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                                                                                                                                                                              spoon drain                                                                                                                                     spoon drain




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 1. ALL STORMWATER CATCHMENT NAMES ARE AS PER THE STORMWATER PITS THEY




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RL 8.40




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    CONTRIBUTE TO.




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 2. REFER DRAWINGS CA01 FOR STORMWATER CATCHMENTS AND CALCULATION




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    TABLES.




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          BIO BASIN




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RL 6.80




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 3. ALL PIPES ARE R.C.P. CLASS 2, R.R.J. U.N.O.                                                                                                                                                                                                                                            RL 5.7




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 4. ALL STORMWATER PITS TO BE CONSTRUCTED TO BCC STD DRAWING BSD-8051 U.N.O.




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2m2 DUMP ROCK SCOUR




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROTECTION (d50=0.2)




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 5. ALL STORMWATER MANHOLES ARE TO BE STD 1050 DIA U.N.O.




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                                                                                                                                                                                                                                                                                                                                                                                                                                                 WATER SUB-METER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RL 5.30




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                                                                                                                                                                                                                                                                                                                                                                                                                                                    ASSEMBLY




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 6. ALL INTERALLOTMENT PITS TO BE 0.5m OFFSET FROM PROPERTY BOUNDARIES,




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    UNLESS NOTED OTHERWISE. ALL PROPERTY DRAINAGE PITS TO HAVE A 150mm DIA




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    uPVC SEALED STUB FOR ROOFWATER CONNECTION.




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Datum 4.00




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 7. PROVIDE 150mm ROOFWATER STUBS TO ALL ALLOTMENT PITS.




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SECTION D




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              BLOCKWORK RETAINING WALL




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Fire




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 8. TOP OF ALL REAR ALLOTMENT PITS SHALL BE 200mm BELOW FINISHED SURFACE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      REFER STRUCTURAL DWGS




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                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXIT              Stairs




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SCALE: 1:50




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    LEVEL.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FOR DETAILS




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                                                                                                                                                                                                                                                                                                                                                  C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           D.P
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1.2
 9. ALL STORMWATER DRAINAGE PIPES LOCATED IN PRIVATE PROPERTY TO HAVE THE                                                                                                                                                                                                                                                                              -                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0.3m OPENING FOR SEVERE STORM /
                                                                                                                                                                                                                                                                                                                                                                                                                                                       IL 5.70                                                                                                                                                                                                                                                                                                                                                                                                         2m2 DUMP ROCK SCOUR                                                                                                               0.3m HIGH WEIR
    FOLLOWING EASEMENTS:
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                BLOCKAGE FLOWS. PROVIDE CHILD




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROTECTION (d50=0.2)                                                                                                                                                     RL 8.60




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                                                                                                                                                                                                                                                                                                                                                                                                                                                      MANHOLE




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       a) 225Ø RCP'S (OR LESS) = 1.5m WIDE                                                                                                                                                                                                                                                                                                        B                                                                   AREA 23m2                        ACCESS
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                                                                                                                                                                                                                                                                                                                                                                                                                        IL 4.60




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       b) 300Ø RCP'S (OR MORE) = 3.0m WIDE.                                                                                                                                                                                                                                                                                                            -                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TO OPENING




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                                                                                                                                                                                                                                                                                                                                                                                                                                                      MANHOLE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TANK                                   0.9




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                                                                                                                                                                                                                                                                                                                                                                                                                       RL 4.60                         ACCESS




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       c) AUSDRAIN CAGES       = 1.5m WIDE.




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     150Ø ORIFICE




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                                                                                                                                                                                                                                                                                                      RL 5.70




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 10. ALL ALLOTMENTS NOT SERVICED BY INTERALLOTMENT DRAINAGE ARE TO HAVE TWO                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RL 7.20 2x100Ø ORIFICE                                                                  MANHOLE




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