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

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     (2) 'KASEY' ALLOY KERB ADAPTORS OR APPROVED EQUIVALENT, ONE ON EACH




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RL 6.80




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     COMMON BOUNDARY IF THE ALLOTMENT FRONTAGE IS RELATIVELY FLAT OR ONE AT




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          2.6m - RE-USE TANK
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            57m3 TSORAGE
     THE DOWN STREAM COMMON BOUNDARY AND ONE IN THE MIDDLE OF THE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   D




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     ALLOTMENT FRONTAGE.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       COLLECTOR MANHOLE 1




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       -                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RL 5.70




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 11. CONSTRUCTION TRAFFIC TO BE EXCLUDED FROM PIPEWORK TRENCHES UNTIL SUCH




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            BIO BASIN REFER DWG                                                                                                                                                                                                                375Ø RCP OUTLET PIPE




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     TIME AS PAVEMENT OVERLAY IS COMPLETE & WRITTEN APPROVAL IS RECEIVED




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            WQ02 FOR DETAILS                                                                                                                                                                                                                   USIL 5.85




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     FROM THE SUPERINTENDENT




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                             BIO BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DSIL 5.84




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RL 4.60




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 12. WHERE IT IS IMPRACTICAL TO EXCLUDE CONSTRUCTION TRAFFIC ALL WHEEL LOADS




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               375Ø RCP OUTLET PIPE




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     MUST BE CONFINED TO 20MM STEEL BRIDGING PLATES AS DETAILED.                                                                                                                                                                                                                           RL 5.7                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Datum 4.00




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SECTION C




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 13. BEDDING/HANCHING MATERIALS & BACKFILL TO BE COMPACTED IN LAYERS NOT




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     EXCEEDING 150MM THICK USING VIBRATING PLATE OR SIMILAR COMPACTILE EFFORT.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         E 1120.251                                                                                                                                                                                                                                                   PROPOSED FENCE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2                                                                              SCALE: 1:50




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     HYDRAULIC COMPACTION ALONE IS UNACCEPTABLE.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       N 5012.450                          1                                                                                                                                                                                                                        REFER LANDSCAPE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ARCHITECT DWGS




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 14. ALL PROPOSED STORMWATER OUTLETS NOTED AS "STONE PITCHED HEADWALL" ARE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RL 8.09                                                           FOR DETAILS




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       3No.ORIFICES REFER




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      E 1121.251                                                                                                                                                                                                            OUTLET MANHOLE




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     TO BE DIMENSIONED IN ACCORDANCE WITH MAIN ROADS CONCRETE EQUIVALENT.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3




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                                                                                                                                                                             RL5.70
                                                                                                                                                                                5.7                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ABOVE FOR DETAILS




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                                                                                                                                                                             RL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.9
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      N 5012.450




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 15. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RL 7.20




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                                                                                                                                                                                                                                                                                                                                                                 A                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             LIMIT OF RE-USE




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     SPECIFICATION.




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2                                                                                                                                                                                                                                                                                                                                                           3                                                                                                                                                                                                                             BIO BASIN




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 16. ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS AVAILABLE FOR THE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1                                                                                                                                                                                                                                                                                                                                                           1                                                                                                                                                            150Ø OUTLET PIPE




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     CONTRACTOR VIA COMPUTER MODEL PROVIDED BY ALTA PROJECTS. HOWEVER,




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TO BIO BASIN




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                                                                     COMMERCIAL                                                                                                                                                                                                                                                                                                                              COMMERCIAL




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     ALTA PROJECTS ACCEPTS NO RESPONSIBILITY FOR INCORRECT SETOUT FROM THE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RL 5.70                                           RL 5.70                                                                          BLOCKWORK




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     DATA PROVIDED. CONTRACTOR SHOULD CONFIRM THE CORRECT COORDINATES                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RETAINING WALL




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