Response to information request REC11/0145

                                                                                                                                                                  WEBB
                                                                                                                                                                  ROAD


                                                                                                         COUNCIL SEWER MANHOLE _MH32390 ,                  =-
                                                                                                         CONNECTION TO BE MADE AND BASE  -'I
                                                                                                         OF MANHOLE TO BE REBENCHED




                                                                                        NOTE. LEVELS HAVE BEEN DERIVED
                                                                                        FROM A ARBITRARY DATUM.

         SEWER NOTES                                                                    LEVELS ARE TO BE CONFIRMED AND
         1. ALL SEWERS ARE TO BE 150mm DIA uPVC CLASS SN8 - AS1260 - RUBBER-RING        APPROVED PRIOR TO ANY WORKS
            JOINTED UNLESS NOTED OTHERWISE. FOR SEWERS DEEPER THAN 3.0m. uPVC
            CLASS 12 PRESSURE PIPE TO AS1477 SHALL BE USED. INSIDE EDGE OF CLASS                                                                                                   3. PRIVATE PUMP SEWER MAIN
            12 PIPE IS TO BE CHAMFERED TO PROVIDE A SMOOTH TRANSITION OF FLOWS                                                                                                     TO DISCHARGE SEPERATELY
            WHEN USED IN CONJUNCTION WITH OTHER CLASSES OF PIPES AND FITTINGS                                                                                                      INTO NEW MANHOLE

         2. BEDDING FOR PIPELINES SHALL BE WASHED Srtm-10mm SCREENINGS OR MARY
            RIVER SAND WITH A MINIMUM OF 100mm BELOW AND ABOVE PIPES. IN COASTAL
            SAND TERRAIN. EXCAVATED MATERIAL MAY BE USED FOR BEDDING SUBJECT
            TO THE APPROVAL OF THE SEWERAGE ENGINEER.

         3. MINIMUM COVER FOR SEWER PIPES SHALL BE 0.9m FOR ALLOTMENTS AND
            FOOTPATHS AND 12m FOR ROADWAYS.

         4. ALL WORK ON EXISTING SEWERS IS TO BE PERFORMED BY COUNCIL UNLESS
            OTHERWISE DIRECTED BY THE SEWERAGE ENGINEER AND ACTUAL COST
            INCLUDING LABOUR AND MATERIALS SHALL BE MET BY THE DEVELOPER.

         5. MANHOLES SHALL BE PRE CAST 1.050m DIA UNLESS NOTED OTHERWISE AND
            CONSTRUCTED IN ACCORDANCE WITH WSAA STD. DWG No SEW-1300.

         6. MANHOLE LIDS SHALL BE CONSTRUCTED SO THAT.
         • IN ROADS THEY ARE FLUSH WITH FINISHED SURFACE LEVEL
         • IN FOOTPATHS AND ALLOTMENTS THEY ARE 100mm ABOVE FINISHED SURFACE
             LEVEL

         7.THE SCHEDULE DEPTH FOR PAYMENT OF EXCAVATION AND BACK FILLING OF
           TRENCHES IS BASED ON THE AVERAGE OF THE TWO PIPE INVERT DEPTHS
           BELOW THE FINISI LED SURFACE LEVEL AT ADJACENT MANI IOLES




            NOTE:
            I T IS THE RESPONSIBILITY OF THE CONTRACTOR TO
            CONTACT ALL RELEVANT SERVICE AUTHORITIES TO VERIFY
            THE LOCATION OF ALL EXISTING SERVICES PRIOR TO START
            OF CONSTRUCTION.




                                                                                                                           LOOM AUTWAn REREREsct                                                         WING TITLE
                                                                                                                           Sunshine Coast Card
                                                                                                                               REC11/0145
                                                                                                                                                                    ASTRONOMER PTY LTD                            PROPOSED SEWER WORKS
DMC QLD ENTERPRISES PTY LTD                                                                                              LEVEL DATUM
ACN 149 541 444                                                                                                                 ARBITRARY                           22 WEBB ROAD
                                                                                                                                                                                                       RFC,STFRF^F,GP FR          DRAWN          DATE
                                                                                                                             REUFA SuMCY PLM in'
                                                                                                                          KMNORL EY S. /SYICL.EE3 REY Lm        SUNSHINE BEACH, Q 4567                 /]^fj^^^yllclG(               JIM (DMC)    MARCH'12
ENGINEERING + PROJECT MANAGEMENT                                       1 6.3.12 1                                                                                                                                                 APPROVED       SCALE
                                                                                                                                                                                                       DIANA CAMPBELL      DATE
                                                                         DATE I APP I    REVISION                                                                                                      RPEO 4945                          DC      1:250 (Al)