Skip to the record
Trusted by locals. Built for Noosa.

Original source · versioned page text

Plans for Approval - OPW22-0255

of 15

Page text shows just the words. Original shows the document exactly as it was published.

Page text read automatically using OCR, there may be inaccuracies

Original PDF page 10, section 1. The text section number identifies this passage in the reader.

Plans and drawings

This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).

Log in to see the plans as drawn
                                                                                                                                                               5
                                                                                                                                                             3.


                                                                                                                                                                        0
                                                                                                                                                           11
                                                                                                                           11 112 13.0 3.5 .0




                                                                                                                                                                     3.


                                                                                                                                                                                  5
                                                                                                                                                                   11


                                                                                                                                                                               2.
                                                                                                                                 1 11 14




                                                                                                                                                                                           0
                                                                                                                                                                             11


                                                                                                                                                                                        2.



                                                                                                                                                                                                       1
                                                                                                                                        1




                                                                                                                                                                                      11



                                                                                                                                                                                                  12




                                                                                                                                                                                                                                                                                                                                116.0
                                                                                                                                                                                                     .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Callaghan & Toth




                                                                                                                                                                                                  0




                                                                                                                                                                                                                   11
                                                                                                                             2.0 .5




                                                                                                                                                                                                                     2.
                                                                                                                                                                                                                   5




                                                                                                                                                                                                                                  11
                                                                                                                                                                                                                                    3.




                                                                                                                                                                                                                                                                                                          115.5
                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Civil, Environmental &




                                                                                                                                                                                                                                                  11
                                                                                                                                                                                                                                                     3
                                                                         11




                                                                                                                                                                                                                                                  .5
                                                                           6.




                                                                                                                                                                                                                                                               11
                                                                             0
                                                                                                                                           0.0
                                                                                                                                                                   0.
                                                                                                                                                                        5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Hydraulic Engineers




                                                                                                                                       11




                                                                                                                                                                                                                                                                 4.




                                                                                                                                                                                                                                                                                   115.0 1
                                                                                                                                         11
                                                                                                                                                       110.5 11




                                                                                                                                                                                                                                                                   0
                                                                                                                                         0.




                                                                                                                                                                                                                                                                           11
                                                                                                                                                0




                                                                                                                                                                                                                                                                         4.
                                                                                                                                                                                                                                                                         5




                                                                                                                                                                                                                                                                                          1
                                                     11




                                                                                                                                                                                                                                                                                 5.




                                                                                                                                                                                                                                                                                                 11
                                                       6.0




                                                                                                                                                                                                                                                                                   0




                                                                                                                                                                                                                                                                                               5.




                                                                                                                                                                                                                                                                                                                        11
                                                                                                                                                                                                                                                                                                 5




                                                                                                                                                                                                                                                                                                                          6.




                                                                                                                                                                                                                                                                                                                                         11
                                                                                                                                                                                                                                                                                                                            0




                                                                                                                                                                                                                                                                                                                                        6.
                                                                                                                                                                                                                                                                                                                                                       11




                                                                                                                                                                                                                                                                                                                                          5
                                                                                                                                          .5
                                                                                                                                                     0.5
                                                                                                                                                                                                                                                                                                                                                  7.




                                                                                                                                       110
                                                                                                                                                 11
                                                                                                                                                                                                                                                                                                                                              0
                                                                                                                                                                                                                                                                                                                                                               11
                                                                                                                                                                                                                                                                                                                                                            7.




                                                                                                                                 1111.5
                                                                                                                                                                                                                                                                                                                                                              5




                                                                                                                                   1.0
                                                                                                                                 11                                                                                                                                                                                                                                       11
                                                                                                                                   1
                                                                                                                                  11 .0




                                                                                                                                  1
                                                                                                                                                                                                                                                                                                                                                                     8.
                                                                                                                                    1.5                                                                                                                                                                                                                             0




                                                                                                                                                                                                                                                                                                                                                                                 11
                     11
                       6 .0




                                                                                                                                                                                                                                                                                                                                                                                   8.
                                                                                                                                                                                                                                                                                                                                                                                5


                                                                                                                                                                                                                                                                                                                                                                                        11
                                                                                                                                                                                                                                                                                                                                                                                           9
                                             11




                                                                                                                                                                                                                                                                                                                                                                                     .0
                                               6.
                                                 5




                                                                                                                                                                                                                                                                                                                                                                                               11
                                                                                                                                                                                                                                                                                                                                                                                           .5     9
             BM: Spike in Bit.
                         11




                                                                                                                                                                                                                                                                                                                                                                                                  12
                                                                                                                                                                                                                                                                                                                                                                                                                                                        EROSION & SEDIMENT CONTROL LEGEND.
                           6.5
             RL: 116.61




                                                                                                                                                                                                                                                                                                                                                                                                     0.
                                                                                                                                                                                                                                                                                                                                                                                                        0


                                                                                                                                                                                                                                                                                                                                                                                                            12
                                                                                                                                                                                                                                                                                                                                                                                                        0.
                                                                                                                                                                                                                                                                                                                                                                                                                                             The following Construction Site Conditions and their suggested




                                                                                                                                                                                                                                                                                                                                                                                                           5


                                                                                                                                                                                                                                                                                                                                                                                                                 12
                                                                                                                                                                                                                                                                                                                                                                                                                                               method of control should be used in conjunction with the




                                                                                                                                                                                                                                                                                                                                                                                                               1.
                                                                                                                                                                                                                                                                                                                                                                                                                  0
                           11
                              71.01




                                                                                                                                                                                                                                                                                                                                                                                                                      12
                                   7.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 following documents:




                                                                                                                                                                                                                                                                                                                                                                                                                         1.
                                                                                                                                                                                                                                                                                                                                                                                                                            5


                                                                                                                                                                                                                                                                                                                                                                                                                             12
                                                                                                                                                                                                                                                                                                                                                                                                                                2.
                                                                                                                                                                                                                                                                                                                                                                                                                                   0
                                                                                                                                                                                                                                                                                                                                                                                                                                                   "Erosion and Sediment Control Manual (V1.2)"
                                                                                                                                                                                                                                                                                                                                                                                                                                              "Contract Standards for Erosion and Sediment Control",




                                                                                                                                                                                                                                                                                                                                                                                                                           12
                                                                                                                                                                                                                                                                                                                                                                                                                         2.
                                                                                                                                                                                                                                                                                                                                                                                                                                                         and the Pocket Guide (Nov. 2009)




                                                                                                                                                                                                                                                                                                                                                                                                                         5
                 117
                    .5
                                                                                                                                                                                                                                                                                                                                                                                                                                               Urban Erosion and Sediment Control for Waterway Health
                                                                                                                                                                                                                                                                                                                                                                                                                                                      Protection, available on Councils web site.


         118
            .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              13
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           5


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           13
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              4




                                                                                                                                                                                                                                                                                                                                                                                12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .0




                                                                                                                                                                                                                                                                                                                                                                               3.0
118.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              13
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                4.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          5


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   13
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               5.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0
 119.0
                   9.0
                 11                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 13
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               5.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 5
                                                 .0
                                       5.5




                                                     118
                                 11188.




                                                        .0
                                 1




                                                                     8                                                                                                                                                                                                                                                                                                                                                                                                                                                  13
                                                             118.0 11       118.0                                                                                                                                                                                                                                                                                                                                                                                                                              6.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0
                                                                                       .5 .5
                                                                                    118118
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        13
                                                                                               119.0                                                                                                                                                                                                                                                                                                                                                                                                            6.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  5
                                                                                                  11
                                                                                                       9.
                                                                                                         0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         13
                                                                                                               11
                                                                                                             119.5                                                                                                                                                                                                                                                                                                                                                                                                   7.
                                                                                                                  9.                                                                                                                                                                                                                                                                                                                                                                                                0
                                                                                                                    5
                                                                                                                   120.012
                                                                                                                           0.
                                                                                                                             0
                                                                                                                  12
                                                                                                                                                               12




                                                                                                                     0.
                                                                                                                                                                 0.




                                                                                                                       5
                                                                                                                                                                    5




                                                                                                                                                                                          12




                                                                                                                              12
                                                                                                                                1.
                                                                                                                                                                                            1.




                                                                                                                                   0
                                                                                                                                                                                          0




                                                                                                                                                12
                                                                                                                                         1.
                                                                                                                                           5                                                                       121.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                13
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  7.5
                                                                                                                                                      12
                                                                                                                                                 2.
                                                                                                                                                   0                                                                                      122.0
                                                                                                                                                       122.5                                                                                                                                                         12
                                                                                                                                                                                                                                                         122.5                                                    3.
                                                                                                                                                                                                                                                                                                                    0

                                                                                                                                                           123.0                                                                                                       123.0

                                                                                                                                                                                                                                                                                123.5
                                                                                                                                                               123.5
                                                                                                                                                                                                                                                                                              124.0
                                                                                                                                                                   124.0


                                                                                                                                                                            124.5


                                                                                                                                                                              125.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                           W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           137
                                                                                                                                                                                    125.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .0
                                                                                                                                                                                       126.0

                                                                                                                                                                                        126.5

                                                                                                                                                                                         127.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                               136.5
                                                                                                                                                                                           127.5

                                                                                                                                                                                               128.0

                                                                                                                                                                                               128.5

                                                                                                                                                                                                129.0

                                                                                                                                                                                                 129.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                136.0
                                                                                                                                                                                                  130.0

                                                                                                                                                                                                   130.5

                                                                                                                                                                                                       131.0

                                                                                                                                                                                                           131.5

                                                                                                                                                                                                             132.0

                                                                                                                                                                                                               132.5
                                                                                                                                                                                                                     133.0




                                                                                                                                                                                                                                                                                                                                                                                                                                       135
                                                                                                                                                                                                                          133.5
                                                                                                                                                                                                                             134.0                                                                                                                                                                                                     .5
                                                                                                                                                                                                                                           13
                                                                                                                                                                                                                                          4.5




                                                                                                                                                                                                                                                           13
                                                                                                                                                                                                                                                         5.0




                                                                                                                                                                                                                                                                                                  135.5
                                                                                                                                                                                                                                                                          13
                                                                                                                                                                                                                                                                         5.5


[OCR of page images]
 

 

 

/
NL

¥
BM: Spike inbith

RL: 116%
fe

/

   
 
  
 
   
    
    
 
 
 
 
  
  

4
“

ee

 

SEDIMENT & EROSION CONTROL CHECK LIST

 

ISSUE

MANAGEMENT COMMITMENT

 

OBJECTIVE / TARGET

Comply with all statutory regulations and maintain
them during earthworks/construction.
Comply with the erosion and sediment control plan.

 

MANAGEMENT STRATEGY

Site foreman to identify and check direction of storm water
land flows as shown on plan. Provide barriers and other

at the end of table drains, and intercept sediments
before reaching gullies.

 

TASKS / ACTIONS

Erect sedimentation barriers as shown on the plans
before commencing earthworks or drainage improvements.
Place rock weirs in table drains as soon as the drains
are cut.

 

PERFORMANCE INDICATORS

Site foreman to check that sediment fence and rock weirs
are trapping the flows after rain. Ensure no bypass occurs.

 

FREQUENCY / DEADLINE

Site foreman shall monitor performance and repair damage
after every storm until grass is established. Sediment shall
be removed before it reaches overflow level.

 

RESPONSIBLE PERSON

The Principal Contractors foreman shall be
responsible for inspections.

 

REPORTING / REVIEW

Site Foreman to advise workers: if they notice any
barrier requiring repair, report it to foreman.

 

CORRECTIVE ACTIONS

 

Site foreman is to repair any damaged barriers
daily. Replacements are to be purchased as required.

 

 

measures shown on the plan to intercept storm water flows |"

— a
lel Te -
te Jy 8-7 _- °
/ et ce a
/ QW) |=
é aa — 2
> “crosion_a SeDINENT CONTROL PLAN

  
 
 
  
 

     

STRAINER WIRE
DT [ey TOP & BOTTOM
FILTER FABRIC FIXED TO FENCE
AND EMBEDDED INTO
GROUND MIN. 200mm

PROVIDE OVERFLOW WEIR 0.5 WIDE
WHERE BACKUP FLOW IS
UKELY TO OVER TOP WEIR

 

a2} f

FLOW

 

 

STAR PICKET

 

SEDIMENT CONTROL LEGEND:

Amw_ SEDIMENT FENCE TO STD DWG ESC-04 & 05 OR COIR LOG

TO STD DWG Log-01

FIELD INLET SEDIMENT TRAP TO ESC-02 WITH COIR LOGS)
AROUND EDGES OF INLET

N ROCK CHECK DAM TO STD DWG RCD-01 CONSISTING OF
75@ ANGULAR ROCK OVER GEOFAB, 200mm HIGH AT Sm
CENTRES. TO REMAIN IN TABLE DRAIN AFTER
COMPLETION OF WORKS

—_ DIRECTION OF SEDIMENT FLOW/FINISHED ALLOTMENT FLOW

ROCK FILTER DAM INSTREAM TO IECA RFD-03 & RFD-04

 

 

EROSION & SEDIMENT CONTROL LEGEND.

Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSAVILLE 4566

yt 1.16/90 Goodchap Street

=| Phone 54749081

www.callaghanandtoth.com.au

 

designed | MP. datum AHD DERIVED

 

drawn MP.

 

 

Jenecked | AOT | Origin (BM) PSM 116668 |

 

approved

 

The following Construction Site Conditions and their suggested
method of control should be used in conjunction with the
following documents:

“Erosion and Sediment Control Manual (V1.2)"
"Contract Standards for Erosion and Sediment Control",
and the Pocket Guide (Nov. 2009)

Urban Erosion and Sediment Control for Waterway Health
Protection, available on Councils web site.

 

 

  

 

 

 

 

   

Alexander David Toth 6069

NAME . RPEQ
12/10/22

SIGNED DATE

 

 

 

 

 

 

 

SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE: 5442 6121

FT
project

PROPOSED DEVELOPMENT AT
130 LAKE MACDONALD DR
COOROY

Ee

($<
Client

S. ARNOLD & L. PETERSEN

LC )
—
‘STAGE 2 EROSION & SEDIMENT

CONTROL PLAN
——_

LOTS 11-13 OF THE
RECONFIGURATION OF LOT 233
ON MCH4301

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY

 

 

SCALE
0 3 10 Meters 25
scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
1:500(A3) 56 'Nor SCALE” FROM THIS. DRAWING

 

 

\ USE_ONLY_DIMENSIONS PROVIDED. )

REVISIONS

A | FOR APPROVAL
B | AMMENDED FOR APPROVAL

c

 

FILES

 

COMPUTER DIRECTORY

 

X:\JOBS\CT PROJECTS IN PROGRESS\2151 130

 

LAKE MACDONALD DR\DESIGN

 

FOR APPROVAL

 

Sheet 10of 13 sheets

 

drawing number

2151-10

 

SCALE: 1:500 (A3)

 

 

 

\ date OCTOBER 2022 yy,
Log in to download the original file

Plans for Approval - OPW22-0255.pdf · 5.8 MB (large file)

Large file: the download may take up to a minute.

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”.