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Attachment 7 - Civil Drawings_LR

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6.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    THIS PLAN AND THE ENVIRONMENTAL MANAGEMENT PLAN ARE COMPLIED WITH.
                                                                                                                                                                                                                                                        7.40
                                                                                                                                                                                                                                                                                                                                                                                                                                   rid
                                                                                          X




                                                                                                                                                     7.51
                             D




                                                                                                                                                                                                                                         B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X
                                 cl 7.63
                                                                                                                                                                                                                                                           7.36                                                                                                                         B
                                                                                                                                                                                                                                                                                                                                                                                        B                                                                                                                                                                                                                                                                                                                                                   9.      EROSION AND SEDIMENT CONTROL DEVICES/STRATEGIES TO BE COMPLETED




                                                                                                                                                                                                                                                                                                                                                                         C1
                                                                                                                                                                                                                                                                                                                                                                                                                               FL 7.41

                                                                                                                                                                                                                                                                                                                                                                                                                                           TEMPORARY SWALE TO                                                                                                                                                                                                                                                                                       PRIOR TO DISTURBANCE OF THE SITE, AND SHALL REMAIN IN PLACE UNTIL
                                                                                                                Transformer enclosure




                                                              kl 7.42
                                                                                     W

                                                                                          X




                                                                                                                                                                                                                             23
                                                                                                                                                                                                                                                                                                                                                                                                                                           SEDIMENT BASIN '1'.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PERMANENT WORKS ARE COMPLETE AND CATCHMENT VEGETATION IS
                                                                                                                                                              7.60                                                       .
                                                                                                                                                                                                                       12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X
                                                                                                                                                                                 9




                                                                                         7.46
                                                                                                                                                                             .5




                                                                                                                                                                                                                  ge
                                                                                                                                                                                                                                                                                                                        Survey control station
                                                                                                                                                                           10




                                                                                                                                                                                                               rid
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ESTABLISHED (75% GRASS COVER MINIMUM) .
                                                                                                                                                                       TG




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                              O/s 9.17

                                                                                                                                                                                       FL 8.25                                                          B
                                                                                                                                                                                                                                                        B                                             7.
                                                                                                                                                                                                                                                                                                         25
                                                                                                                                                                                                                                                                                                                       BUS PARKING
                                                                                   T




                                                                                                                                                                                                                                         C1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            10. AREAS OF WORKS THAT REQUIRE DISTURBANCE OF SOIL SHALL BE KEPT TO A
                                                                                          X




                                                                                                                                                                                                                                                               7.30
                                                                                                                                                                                                                                                                                                                                                                                                B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X
                                                                                                                                                                                                                                             E   7.30                                                                                         Lot 257 MCH B4891                         C1                                                                                                                                                                                                                                                                                                                                                      MINIMUM TO LIMIT THE EXPOSURE OF SOIL TO RAIN-DROP IMPACT AND OTHER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                FORMS OF WIND/STORMWATER EROSION.
                    PROPOSED SILT FENCE.
                                                                                     W

                                                                                          X




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          6.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     D
                    REFERcl 7.56
                            DETAIL DRG ESC02                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                11. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X
                                                                                                                                                                                      E                                                                                                                                                                                                                              FL 7.41
                                        kl 7.35
                                                                                                                                                                                                                                                                   B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          6.25
                             D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               S
                                                                                                              7.57

                                                                                                                                                                                                                                                                   B                                                                                                                                                                                                                                                                    6.74                                                                                                                                                                                                    STANDARD SPECIFICATION.
                                                                                                                                                                                                                                                    C1




                                                                                                                                                                                                                                                                                                                                               7.25
                                                                                          7.48
                                                                                                                                                                                                                                         O/s 3.23




                                                                                                                                                                                                 7.34

                                                                                                                                                                                                                                                                                                                                                                                                             B
                                                                                   T



                                                                                          X




                                                                                                                     E
                                                                                                                                                                                                                                                                                                                                                                                                             B
                                                                                                                                                                                                                                                                                                                                                                                               C1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         6.86




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X
                                                                                                                                  7.53


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SEDIMENT BASIN NOTES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          6.00
                                                                                                                                                                                                                                                                                                                                                                                                      6.93
                                                                                    TEMPORARY CONSTRUCTION                                                                                                                                                                                                                        6.97
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SEDIMENT BASIN TO BE CONSTRUCTED WITH A MINIMUM 300mm
                                                                                     W

                                                                                          X




                                                                                    ACCESS. REFER DETAIL DRG ESC02                                                                                                                                                                 B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     D
                                                                                                                                                                                                                                                                                   B                                                                                                                                                                                                                                                                                                                                                                                                                                                          NON-DISPERSIVE LAYER OF SOIL TO ALL BANKS.
                            D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                                                                  C1




                                                                                                                                                        7.54
                                                                                                                                                                                                                                                                                                                                                                                                                        B
                                                                              E




                                                                                                                                                                                                                                                                                                                                                                                                                        B                                                                                                                                                                                                                                                                                                                     THE SEDIMENT BASINS ARE TO BE A “WET” TYPE. ALL DECANTING TO BE VIA
                                                                                                                                                                                                                                                                                                                                                                                                             C1
                                                                                   T




                                 cl 7.49
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PUMPING.
                                                              kl 7.28




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              6.74
                                                                                           7.41
             PRODUCTION




                                                                                                                                                                                                   7.21
                                                                                                                                                                                                                                                                                 7.06                                                                                                                                                                                                                                                                                                                                                                                                                                                         THE WATER CONTAINED IN THE BASIN SHOULD BE DOSED WITH A
                                                                                                                                                                                                                                                                                                B
                          7.50




                                                                                     W




                                                                                                                                                                                                                                                                                                B                                                                                                                                                                                                                                                                                                                                                                                                                                             FLOCCULANT (GYPSUM) FOLLOWING RAINFALL EVENTS & TESTED PRIOR TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X
                                                                                                                                                                                                                                                                                                                   BUS PARKING
                                                                                                                                                                                                                                                                                  C1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      D
                                                                                                                                                                                                                                                                                                                                                                                                                                           B                                                                                                                                                                                                                                                                                                  RELEASE. WATER SHALL NOT BE RELEASED UNTIL COUNCIL WATER QUALITY
                            D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                                                                                                                                                                                                                                                                      6.94
                                                                                                                                                                                                                                                                                                                                                                                                                                           B                                                                                                                                                                                                                                                                                                  PARAMETERS ARE ACHIEVED. THE BASIN SHALL THEN BE PUMPED DRY
                                                                                                                                                                                                                                                                                                                                                                                                                        C1
                                                                              E




                                                                                          X




                                                                                                                                                                                                                                                                                                                                                                                                             6.78

                                                                                                                                                                                                                                             Lot 274 MCH 4891
                                                                                   T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              APPROX. 36 HOURS AFTER FILLING IN PREPARATION FOR FUTURE RAINFALL.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X
                                                                                                                                                                                                                                         FL 0.00
                                                                                                                                                                                                                                                                                                                                                      PROPOSED TEMPORARY SEDIMENT BASIN '1'
                                                                                                                                                                                                                                                                                                                                                      (AS PART OF EARLY WORKS)                                                                                                                                                                                                                                                                                                                                                                DECANTING SHALL BE VIA A PUMP WITH FLOATING INLET SUCH THAT WATERS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           | |
                                                                                                                                                                                                                                                                                                              B
                                                                                          X




                                                               kl 7.22                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        | |
                                                                                                                                                                                                                                                                                                                                                      TOTAL VOLUME = 163m³                                                                                                                                                                                                                                                                                                                                                                    ARE DRAWN FROM THE SURFACE TO MINIMISE RE-SUSPENSION OF
                             cl 7.47
                                                                                                                                                                                                                                                                                                              B                                                                           6.63 6.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                | |
                                                                                                                                                 Emergency bus park




                                                                                                                                                                                                                                                                                               C1
                                                                                     W




                                                               il PIT
                                                                  5.957.18
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   | |
                                                                                                                                                                                                                                                                                                                                                      REFER DWG ESC04 FOR DETAILS B                                                                                                                                                                                                                                                                                                                                                           SEDIMENTS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      D



                                                              kl 7.21                                                                                                                                                                                                                                                                                                                                                                                                                                                                   | |
                                                                                                                                                                                                        7.11
                                                                                                                                                                                                                                                                                                                                                                                                                                                            B
                                                                                                                                                                                                                                                                                                                                                                                                                                           C1
                           D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SEDIMENT BASIN IS TO REMAIN IN PLACE UNTIL 70% GROUND COVER IS
                                                                              E




                                                                                          X




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              | |
                                                                                   T




                                                                                         7.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ACHIEVED ON DISTURBED AREAS. THE BASIN MAY THEN BE BACKFILLED IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   | |
                                              D




                                                                                                                                                                                                                                                                                                                                                                                                                 6.65

                                                                                                                                                                      ROCK DAM @ 30m CTS.                                                                                                                                                                                                                           PROPOSED PIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              300mm LAYERS, TOPSOILED AND GRASS SEEDED.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     | |
                                                                                                                                                                                                                                                                                                                                  B6.75                                                                                                                                       | |
                                                              kl 7.19
                                                                                                                                                                      REFER DETAIL DRG ESC02                                                                                                                                      B                                                                                 PROTECTION.                                        | |
                                                                                                                                                                                                                                                                                                                     C1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 | |
                                                                                          X




                                                                                                                                                                                                                                                                                                                                                                                                                    REFER DETAIL
  PIT 7.15
                                                                             30




                                                                                                                                                                                                                                                                   PROPOSED SILT FENCE.                                                                                                                                                                                                                                                                                                                                                                                                                                                       SEDIMENT BASIN EMBANKMENT SHALL BE INPECTED BE THE SUPERVISING
                                                                                                                                                                                                                                                                                                                                                                                                                                                           |
                                                                           7.

                                                                                     W




                                                                                                                                                                                                                                                                                                                                                                                                                    DRG ESC02
                                                                         M




                                                                                                                                                                                                                                                                   REFER DETAIL DRG ESC02                                                                                                                                                                                                                                                                                                                                                                                                                                                     ENGINEER PRIOR TO PLACEMENT OF FILL.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X




                                                                                                                                                           > > > > > > > > > > > > > > > > > > >
                                                                   TB




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     S




                                 cl 7.42                                                                                                                                                                                                                                  6.78            6.78
                                                                                                                                                                                            7.08
                                                                              E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6.42
                                                                                          X




                                                                                                                                                                                                                                                                                                                                                        6.65
                                                                                                                                                                                                                                                                                                                                                                                                          6.54                                                                         6.37
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0          4          8          12           16     20
                                                                                                                            X                                         X                     X                                 X                          X                              X                         X                          X                       X                      X                        X                                X                              X                                X                                       X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       6.00




                                                               kl 7.18
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             6.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    6.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            5
                                                                                                                                                                                                                                                                      6.75




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                6.2
                                                                                          7.22
                                              7.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SCALE 1:200 (A1), 1:400 (A3)
             S                                   S                                            S                                                                              S                                                     S                                                        S                                                    S                                              S                                                              S                                                            S

NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
                                                                                                               PURPOSES.
                                                                                                                       PBL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROJECT:                                                                                   DRAWING TITLE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Brah 101 pty ltd t/a Alta Projects
                                                                                                                                                                                                                                                                                                      Drawn: PBL                                                                                                                                                                                                                                                                                                                                                                                                                                            EROSION AND SEDIMENT CONTROL LAYOUT
                                                                                                                                                                                                    PRELIMINARY                                                                                        Date: MAY 2024
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        A.B.N. 91 611 354 511
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        26 Memorial Avenue, Cotton Tree                                                                                          PROPOSED KINETIC BUS DEPOT DEVELOPMENT
                                                                                                                                                                                                                         NOT FOR CONSTRUCTION                                                                                                                                                                                                                                                                                           PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                                                                                                       Revision        Sheet
                                                                                                                                                                                                                                                                                                Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Tel (07) 5475 4125 Fax (07) 5479 1607                                                                                    at 5 PRODUCTION STREET, NOOSAVILLE                                                         DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             A6880/24/ESC01                                  1 of 3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Email: [email protected]
                                                                                                                                                                                                        .......................
                                                                                                                                                                                                            DIRECTOR APPROVAL                                                                                 Datum AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Web: http://www.alta.net.au                                                                                              for INTEGRAL CONSTRUCTION
 REV         DATE                                           DESCRIPTION                                                                                               BY             CHKD                   RPEQ - 4784                                                                                       A1 SHEET SIZE                                     FILENAME : A6880-24-ESC01 - SEDIMENT AND EROSION CONTROL LAYOUT.dwg - DATE : 3/6/24 - 3:43pm - XREF's: X-BASE; X-SURVEY; X-ARCH; X_SURV; X_ARCH - GROUND 0                                                                                                                                                                                   Council Ref: .......................
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