Skip to the record
The definitive source for everything Noosa Council.

Original source · versioned page text

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

of 105

Page text read automatically using OCR, there may be inaccuracies

Original PDF page 40, section 3. The text section number identifies this passage in the reader.

5.30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Pump Room
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Fire Hydrant




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
     WITH THE MANHOLE SETOUT DATA PROVIDED ON THESE DRAWINGS.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       REFER STRUCTURAL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                                                                                                                                                               RL 5.70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                                                                                                           UNISEX PWD                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DWGS FOR DETAILS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           RL 4.60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                                                                                                           AMENITIES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BLOCKWORK RETAINING WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
         LEGEND:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        REFER STRUCTURAL DWGS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Datum 3.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FOR DETAILS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                   >




                                          FINISHED SURFACE CONTOURS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                   >




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SECTION B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                4
                                                                                                                                                                                                                                                                                                                      |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                                                                                                                                                                                                          |
                                                                                                                                   >




                                                                                                                                                                                                                                                                                                                               | |
                                          EXISTING SURFACE CONTOURS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \
                                                                                                                                                                                                                                                                                                                                     | |
                                                                                                                                                                                                                                                                                                                                           | |                                                                        Brigade Booster
                                                                                                                                                                         ENERGEX                                                                                                                                                                 | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1
                                                                                                                                   >




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         2No. 600x900 GRATES
                                                                                                                                                                                                                                                                                                                                                       |




                                                                                                                                                                         Pad Mount
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SCALE: 1:50
                                                                                                                                                                                                                                                                                                                                                           |
                                                                                                                                                                                                                                                                                                                                                               | |   |                                                    Cabinet
                                                                                                                               >




                                                                                                                                                                                                                                                                                                                                                                         |
                                                                                                                                                                         Transformer                                                                                                                                                                                         | |
                                                                                                                                                                                                                                                                                                                                                                                   | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1500x900 INLET PIT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              /
                                                                                                                                                                                                                                                                                                                                                                                         |
                                                                                                                                                                                                                                                                                                                                                                                             | | | | | | | | | | | | | | | | | | | | | | | | |
                                                                                                                           >




                                          PROPOSED CONCRETE DRIVEWAY.
                                                                                                                       >




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CARPARK                                                BIO BASIN
                                                                                                              >
                                                                                                        >
                                                                                                   >
                                                                                                                       S150                     S150                  S150                            S150                   S150                     S150                      S150                          S150                                         S150                                              S150                         S150                      S150                                                               S150                                                                                                                                                                                                                                                                                              S150                   S150                      S150                     S150                     S150
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RL 5.70                                                                                                    RL 5.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CONNECTION TO EXISTING
                                          PROPOSED CONCRETE FOOTPATH.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RL 5.30
                                                                                                                                                                                                                                                                                                                               >           >               >             >               >           >        >        >    >       >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ROAD GULLY PIT. REFER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   LONGITUDINAL SECTION                                                                           BLOCKWORK RETAINING WALL
                                                                                                                  RM
                                                                                                                       E/UG
                                                                                                                                          RM
                                                                                                                                               E/UG
                                                                                                                                                                RM
                                                                                                                                                                     E/UG
                                                                                                                                                                                           RM
                                                                                                                                                                                                    E/UG
                                                                                                                                                                                                                      RM
                                                                                                                                                                                                                           E/UG
                                                                                                                                                                                                                                               RM
                                                                                                                                                                                                                                                    E/UG
                                                                                                                                                                                                                                                                        RM
                                                                                                                                                                                                                                                                             E/UG
                                                                                                                                                                                                                                                                                                      RM
                                                                                                                                                                                                                                                                                                           E/UG
                                                                                                                                                                                                                                                                                                                                           RM
                                                                                                                                                                                                                                                                                                                                                  E/UG
                                                                                                                                                                                                                                                                                                                                                                                                RM
                                                                                                                                                                                                                                                                                                                                                                                                     E/UG
                                                                                                                                                                                                                                                                                                                                                                                                                                RM E/UG                  RM E/UG                                                  RM E/UG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               5                                                       RM E/UG                                                                                                                                                                                                                                                        RM E/UG                  RM E/UG                   RM E/UG              RM E/UG              RM

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 REFER STRUCTURAL DWGS FOR
                                          PROPOSED BIO BASIN                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1                                                                                                                                                                                                                                                                                                                                   FOR DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DETAILS                                                                                                 0.082
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       E/UG
                                                                                                       W100            W                   W            W100 W                         W                     W100
                                                                                                                                                                                                               W                    W                        W100
                                                                                                                                                                                                                                                             W                         W                          W   W100                                 W                                             W              W100 W                              W                   W100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   W                                                                                       W                                                                                                                                                                                                                                                                     W                     W              W      W                     W          W         W



                                                                                                                              T                   T                  T                          T                     T                    T                      T                        T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Datum 4.00
                                                                                                                                                                                                                                                                                                                      T
                                          PROPOSED DRAINAGE NETWORK
                                                                                                                                                                                                                                                                                                                                                                         T                                        T                        T                    T                                                        T                                                                                                                                                                                                                                       T                                                                                    T                    T

                                                                                                                             TRAFFICABLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     T                    T                   T

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6
                                                                                                       E/OH                        E/OH

                                                                                                                           TRENCH GRATE
                                                                                                                                                         E/OH                   E/OH                           E/OH                 E/OH                         E/OH                          E/OH                             E/OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1                                                                                   SECTION A                                                                                                                          450Ø OUTLET PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       E/UG




                                                                                                                                                                                                                                                                                                                                                                                         E/OH                              E/OH                      E/OH                                            E/OH                                                                          E/OH                                                                                                                                                                                                                                                              E/OH                      E/OH                      E/OH                 E/OH                 E/OH
                       W100               PROPOSED 100Ø WATER MAIN
                                                                                                                                 CLASS D                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SCALE: 1:50                                   375Ø INLET PIPE
                         D                EXISTING STORMWATER DRAINAGE
                       S150               EXISTING SEWER MAIN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            BLOCKWORK RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E/UG




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           REFER STRUCTURAL DWGS                                                         SHEET PILE TO
                        RM                EXISTING SEWER RISING MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      FOR DETAILS                                                        MANUFACTURERS
                                          EXISTING WATER MAIN                                                                                                                                                                                                                                                                                                                                                                                                              0                                                                               2                                                                                                                                                                                                                                                                                 4                         6                         8                     10 Meters                                                                                                                                                                         DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0              1                2           3               4               5 Meters
                                                                                                                                                                                                                                                                                                                                                                     PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SCALE 1:100 (A1), 1:200 (A3)                                                                                                                                                                                                                                                                                                                      SCALE 1:50 (A1), 1:100 (A3)
                                                                                                                                                                                                                                                                                                                      SCALE 1:100 (A1), 1:200 (A3)
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
                                                                                                               PURPOSES.
                                                                                                                       SWT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROJECT:                                                                                                                                                                                     DRAWING TITLE:
                                                                                                                                                                                                                                                                                                                                                                                                                  ALTA PROJECTS
                                                                                                                                                 Drawn: SWT
                                                                                                                                                                                                                                                                                                                                                                                                                  A.B.N. 611355330                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    STORMWATER LAYOUT PLAN
                                                                                     FOR APPROVAL                                                 Date: DEC 2017                                                                                                                                                                                                                                                  26 Memorial Avenue, Cotton Tree                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED COMMERCIAL DEVELOPMENT
  E    25/05/2021   ISSUE FOR APPROVAL                                 S.T.   S.R.
                                                                                         NOT FOR CONSTRUCTION                                                                                                                                                                                                                                                                                                     PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Revision         Sheet
  D
  C
       04/05/2021
       28/01/2021
                    ISSUE FOR APPROVAL
                    ISSUE FOR APPROVAL
                                                                       S.T.
                                                                       S.T.
                                                                              S.R.
                                                                              S.R.                                                        Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                                                                                                                                                                  Tel (07) 5475 4125 Fax (07) 5479 1607                                                                                                                                                                                                                                                                                                                                                                                  at 30-32 DOONELLA STREET, TEWANTIN QLD                                                                                                                                                       DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             A6035/21/D01                                  E             1 of 3
  B    27/01/2021   ISSUE FOR APPROVAL                                 S.T.   S.R.      STEPHEN ROBERTS
                                                                                                                                                                                                                                                                                                                                                                                                                  Email: [email protected]
  A
  1
       21/01/2021
       18/01/2021
                    ISSUE FOR APPROVAL
                    CO-ORDINATION ISSUE
                                                                       S.T.
                                                                       S.T.
                                                                              S.R.
                                                                              SR
                                                                                     .......................
                                                                                         DIRECTOR APPROVAL                                             Datum AHD
                                                                                                                                                                                                                                                                                                                                                                                                                  Web: http://www.alta.net.au                                                                                                                                                                                                                                                                                                                                                                                            for DONNELLA STREET PTY LTD

                                                                                                                                                                                                                                                                                                                                                                                                                                38
 REV    DATE                              DESCRIPTION                  BY     CHKD       RPEQ - 7665                                                   A1 SHEET SIZE                                         FILENAME : A6035 - D01 STORMWATER LAYOUT PLAN.dwg - DATE : 25/5/21 - 12:31pm - XREF's: X-Base; X-Survey; H-Approved-SR; H-Checked-SR                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Council Ref: ...................

Log in to download the original (Appeal judgement 30-32 Doonella St Tewantin - MCU21-0013 OPW21-0013.pdf)

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.