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Attachment 5 - Servicability Report · MCU23/0078

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CONNECTION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      8.70



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                       LOT 3 SOUTH                                                                                                                                                                                                                          0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8.6
                                                                                                                                                                                                4.70 .60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    9.7
                                                                                                                                                                                                                                                                                                                                                                                                                               8.80
                                                                                                                                           PIPE CONNECTION                                                   6.00                                                      DETENTION TANK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0
                                                                                                                                                                                                    4




                                                                                                                                                                                                                                                                                                                                                                                                                         PRIV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TABLE DRAIN TO DIVERT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               8.60
                                                                                                                                                 TO EXISTING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0
                                                         V           HO                                                                                                                                                                                                                                                                                                                                                                                                                                                       9.60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8.5
                                                 V




                                                                                                                                                                                                                                                                                                                                                                                                   8.60
                                                                                                                                                                                                                                                                                                                                                                                                   8.70
                                                                                                                                           STORMWATER MH                                                5.50                                                                                                    LOT 3 NEW SEWER                                                                                                                                                                                                                UPSTREAM FLOWS AROUND AND
                                                                                                                                                                              4.50




                                                     V                      FM




                                                                                                                                                                                                                                                                                                                                                                                                                        8.70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           8.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               THROUGH DEVELOPMENT AREA
                                                                                                                                                                                 4.40




                                                                                                                                                                                                                                                                 8.6                                        PROPERTY CONNECTION
                                                                                    AN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        9.00
                                                                                                                                                                                                                                                                     0                                                                                                                                                                                                                                                  9.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        8.60
                                                                                                                                                                                    4.30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8.6
                                                                                                                                                                                                                                                               8.50    8.60
                                                                                                                                                                                                                                                                                                                  TO EXISTING MH                                                                                                      FH                      8.90                                                                             AS PER EXISTING CONDITIONS
                                                                                       N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0
                                                                                                                                                                                       4.20




                                                                                                                                                                                                5.00                                                        8.40
                                                                                                DR
                                                                                                                                                                                          4.10




                                                                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                 8.50                                                                                                                                                                                                  0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        8.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8.6




                                                                                                                                                                                                                                                                                                                                                                                                   8.6
                                                                                                                                                                                                                                                            8 .3                        8.5                                                                                              FH
                                                                                                      IVE                     FH                                                                                                                           8.000
                                                                                                                                                                                             4.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       08.70
                                                                                                                                                                                                        5.0




                                                                                                                                                                                                                                                                                                                                                                                                             8.60
                                                                                                                                                                                                                                                                                 8.00         0          8.60                                                                                                                                                                                                   9.40
                                                                                                                                                                                                           0




                                                                                                                                                                                                                                                    7.0                                                         8.60
                                                                                                                                                                                                                                          6.00




                                                                                                                                                                                                                                                        0                     7.00
                                                                                                                                                                                                                                                                                                                                                                                                                               V




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   50
                                                                                                                                                                                                                                                  6.40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                8.60
                                                                                                                                                                                                                                                                                                                                                                                                 0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               8.
                                                                                                                                                                                                                                                                                                                                                                                             8.5
                                                                                                                                                          3.40




                                                                                                           FH                                                                           4.30                                                                                                                               8.50
                                                                                                                                                           3.50




                                                                                                                                                                                                                                                                                                                                                        8.
                                                                                                                                                             3.60




                                                                                                                                                                                                                                              LOT 3 BIO-RETENTION BASIN                                                                         8.5 8.60 708.70
                                                                                                                                                              3.70
                                                                                                                                                                3.80




                                                                                                                                                                                                                                                                                                                                                                                                   8.5
                                                                                                                                                                                                                                                                                                                                                              8.6050




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           8.50
                                                                                                                                                                                                                                                                                                                                                   0
                                                                                                                                                                  3.90
                                                                                                                                                                            4.00
                                                                                                                                                                            44..120

                                                                                                                                                                             4.40




                                                                                                                                                                                                                                                                                                                                                                                                0
                                                                                                                                                                             4.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       9.30
                                                                                                                                                                             4.60
                                                                                                                                                                             4.30


                                                                                                                                                                             4.70
                                                                                                                                                                             4.80




                                                                                                                                                                                                                                                                                                                                                                8. .40
                                                                                                                                                                             4.90
                                                                                                                                                                             5.00




                                                                                                                                                                                                                                                  6.1
                                                                                                                                                                              5.10
                                                                                                                                                                              5.20
                                                                                                                                                                              5.30
                                                                                                                                                                              5.50
                                                                                                                                                                              5.40
                                                                                                                                                                                5.60
                                                                                                                                                                                5.70
                                                                                                                                                                                6.0
                                                                                                                                                                                5.80
                                                                                                                                                                                5.90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8.6 9.00
                                                                                                                                                                                                                                                           6.2
                                                                                                                                                                                                                                                           6.30




                                                                                                                                                                                                                                                                                                                                                                                        8.4
                                                                                                                                                                                                                                                           6.40
                                                                                                                                                                                                                                                           6.5




                                                                                                                                                                                                                                                           7.30
                                                                                                                                                                                                                                                           7.00



                                                                                                                                                                                                                                                           7.40
                                                                                                                                                                                                                                                            6.6
                                                                                                                                                                                 0




                                                                                                                                                                                                                                                            6.7




                                                                                                                                                                                                                                                            7.10
                                                                                                                                                                                                                                                            6.8




                                                                                                                                                                                                                                                       0
                                                                                                                                                                                                                                                            6.9




                                                                                                                                                                                                                                                            7.50
                                                                                                                                                                                                                                                            7.60




                                                                                                                                                                                                                                                                                                                                                                  8
                                                                                                                                                                                                                                                             7.70




                                                                                                                                                                                                                                                             8.10
                                                                                                                                                                                                                                                             7.80

                                                                                                                                                                                                                                                             8.00

                                                                                                                                                                                                                                                             8.20
                                                                                                                                                                                                                                                             8.30
                                                                                                                                                                                                                                                             7.2




                                                                                                                                                                                                                                                             7.90




                                                                                                                                                                                                                                                                                                                                                         8.50
                                                                                                                                                                                                                                                                                                                                                  8.40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             LOT 7 SOUTH
                                                                                                                                                                                    0




                                                                                                                                                                                                                                                                                                                                                                                       0
                                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                                0
                                                                                                                                                                                                                                                                0
                                                                                                                                                                                                                                                                0
                                                                                                                                                                                                                                                                0


                                                                                                                                                                                                                                                                 0




                                                                                                                                                                                                                                                                                                                                                                                                     8.5 88.80
                                                                                                                                                                                                                                                                                                                                                                                                     8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             BIO-RETENTION BASIN
                                                                                                                                                                                                                                                                                                                                                                                                       . 6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8.60
                                                                                                                                                                                                                                                                                                                                                                                                         0 8.70
                                                                                                                                                                                                                                                                                                                                                                                                           0 8.90



                                                                                                                                                                                                                                                                                                                                                                                                                                   0
                                                                                                                                                                                                                                                                                                                                                                                                                                8.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      9.20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           8.50
                                                                                                                                     FH
                                                                                                                                                                                                                                                                                                                                                                                                   8.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                   5   0
                                                                                                                                                                                                                                                                                                                                                                                                                                                8.                                                                            LOT 7 SOUTH
                                                                                                                                                                                                                                                                                                                                                                                         8.4

                                                                                                                                                                                                                                                                                                                                                                                                               .60




                                                                                                                                                                                                                                                                                                                                                                                                                                                              8.40
                                                                                                                                                                                                                                                                                                                                                                                               0                                                                0                   9.10
                                                                                                                                                                                                                                                                                                                                                                                                                                                           8.4
                                                                                                                                                                                                                                                                                                                                                                                        0
                                                                                                                                                                                                                                                                                                                                                                    8.3




                                                                                                                                    V FH                                                                                                                                                                                                                                                                                                                                           9.00                                       DETENTION TANK
                                                                                                                                                                                                                                                                                                                                                                   0




                                                                                                                                                                                            4                                                                                                                                                                                                                       8.80                                                         8.90

                                                                                                                                                                                        SP322201 SEWER PROPERTY CONNECTION TO EXISTING                                                                                                                                                                   8 8.70                                                                 8.80
                                                                                                                                                                                                                                                                                                                                                         8.20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               8.70
                                                                                                                                                                                                                                                                                                                                                                             V                       SP322201                                                                                                                                                                                                                                                                     THIS DRAWING IS BEST
                                                                                                                                                                                                                                 MH TO REMAIN FOR FUTURE DEVELOPMENT                                                                                                V
                                                                                                                                                      V                                                                                                                                                                                                                                                                                                              LOT 7 WATER PROPERTY CONNECTION                                                                                                                                                                             VIEWED IN COLOUR AND
                                                                                                                                                                                                                                              5
                                                                                                                                                                                                                                                                                                                                                  8.10




                                                                                                                                                                                   FH                                                                                                                                                                                                                                                                                TO EXISTING MAIN (OPTION 1)                                                                                                                                                                                ON AN ELECTRONIC DEVICE
                                                                                                                                                           FH                                                                             SP322201
                                                                                                                                                                    V                                                                                                                                                                                                            9                                     NEW SEWER PROPERTY                                                                                                                                                                                                                     PROJECT NORTH
                                                                                                                                                                                                                                                                             6                                                                                               SP322201                                  CONNECTION LOT 7
                                                                                                                                                                                                                                                                         SP322201
                                                                                                                                                                                                                                                           FH FH
                                                                                                                                                                                                                                                             V




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       J:\2022\22159\05_DRAWINGS\DRG\DA\DRG\DA-C030.DWG
                                                                                                                                                                                                                                                             V
                                                                                                                                                          15                                    V
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DIMENSIONS IN METRES EXCEPT WHERE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SHOWN OTHERWISE. CULVERT AND PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    A1 UNREDUCED
                                                                                                                                                                                                                                                                                                         FH
                                                                                                                                                       SP322201                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SIZES IN MILLIMETRES                                  A3 REDUCED
                                                                                                                                                                                                    V                                   FH                         V                                                                                                    FH                                                                                                                                                                                                                                                                                    SCALES                                           UNREDUCED / REDUCED

                                                                                                                                                                                                                                                                                                                  FHV
                                                                                                                                                                                                                                                                                                                                           VV
                                                                                                                                                                                          FHV
                                                                                                                                                                                   FH                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0    10   20   30     40     50m
                                                                                                                                                                                    FH V                                                                         16                                                                                         10                                                                                                                                                                                                                                                                                                                                                   1 : 1000 / 1 : 2000
                                                                                                                                           FH                14                                                                                                                                                                                          SP322201
                                                                                                                                                          SP322201                                                                                            SP322201                                                                                                                                                                                                                                                                                                                                                                                        STATUS


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DEVELOPMENT APPLICATION
                                                                                                                                                                                                    DWN                   DES           CHK      APP                                                                                                                                                                                                                                                                                                                            CLIENT                      PROJECT                      SUBJECT                                                   PROJECT No.
    SCAN QR CODE TO
                                                                                     REV         DATE         DESCRIPTION
                                                                                                                                                                                                                                                              ASSOCIATED CONSULTANTS                                                     APPROVED                                            CHECKED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       21/11/2023 6:10:31 PM
                                                                                       B      21.11.23         RFI RESPONSE ISSUE                                                                   SG                    SG            NR       NR                                                                                                                                                                                                                                                                                                                             STOCKWELL DEVELOPMENT NOOSA CIVIC VILLAGE                SITEWORKS AND DRAINAGE                                        22159
    CONFIRM CURRENT                                                                    A      25.05.23         DA ISSUE                                                                             BB                    SG            JD       NR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                GROUP PTY LTD         MIXED USE DEVELOPMENT              LAYOUT                                                    DRAWING No.          REVISION
    DRAWING REVISION                                                                                                                                                                                                                                                                                                                                                      RPEQ
    http://docs.bornhorstward.com.au/revision/
                                                                                                                                                                                                                                                                                                                                  DATE                                                   DATE                                                                                                                                                                                                                                                                                                      DA-C030                   B
COPYRIGHT © - This document is and shall remain the property of Bornhorst & Ward Pty. Ltd. The document may only be used for the purpose for which it was commissioned and in accordance with the terms of engagement. Unauthorised use of this document in any form whatsoever is prohibited.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0       10     20   30     40     50                              100       ORIGINAL SIZE A1

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