Combined_Civil_Drawings_-_Royal_Mail_Hotel

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PHASE 1 - BULK EARTHWORKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      · SILT FENCES TO BE INSTALLED, EXTENDED AND MOVED AS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        NECESSARY TO PROTECT THE WATER WAY.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      · BATTERS TO BE TURFED AS SOON AS POSSIBLE ONCE FINAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SLOPE IS CUT AND TOPSOILED.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      · SITE ENTRIES/EXITS TO BE INSTALLED, ROADS TO BE SWEPT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WHEN NECESSARY TO MAINTAIN A CLEAN ROAD SURFACE.



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      MANAGEMENT OF DUST, EROSION AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SEDIMENT IS THE RESPONSIBILITY OF THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EARTHWORKS CONTRACTOR.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      THEY ARE TO PREPARE PHASE SPECIFIC EROSION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CONTROL PLANS AND SUBMIT TO THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      MANAGING CONTRACTOR PRIOR TO BEGINNING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      WORK ON THE RELEVANT PHASE.




                                                                                                                                                                                                                                        10.60
                                                                                                                                                                                                                                       10. 50
                                                                                                                                                                                                                                                  10.40
                    POINCIANA AVENUE




                                                                                                                                                                                                                                                                                        0
                                                                                                                                                                                                                                                                                    10.3
                                                                                                                                                                                                                                                                                                                                                                           0




                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                 10.2
                                                                                                                                                                                                                                                                                                                                                                       RP845244




                                                                                                                                                                                                                                                                                                               10
                                                                                                                                                                                                                                                                                                            10.
                                                                                                                                                                                                                                                                                                                    10.10
                                                                                                                                                                                                                                                                                                                            0   1
                                                                                                                                                                                                                                                                                                                             0.  1




                                                                                                                                                                                                                                                                                                                                            00 .
                                                                                                                                                                                                                                                                                                                                            10
                                                                                                                                                                                                                                                                                                                                                             10.00




                                                                                                                                                                                                                                                                                                                                                                                  10.00




                                                                                                                                                                                                                                                                                                                                                                                                      9.90




                                                                                                                                                                                                                                                                                                                                                                                                             9.80




                                                                                                                                                                                                                                                                                                                                                                                                                    9.8
                                                                                                                                                                                                                                                                                                                                                                                                                    0




                                                                                                                                                                                                                                                                                                                                                                                                                                 9.80




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 9.10
                                                                                                                                                                                                                                                                                                                                                                                                                                         9.70



                                                                                                                                                                                                                                                                                                                                                                                                                                                 9.60



                                                                                                                                                                                                                                                                                                                                                                                                                                                                 9.50



                                                                                                                                                                                                                                                                                                                                                                                                                                                                               9.40



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        9.30



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 9.20

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    9.10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  9.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                8.90
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              8.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            8.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        8.5 0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          8.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        8.400
                                                                                                                                                                                                                                                                                                                                                                                                                                                           3
                                                                                                                                                                                                                                                                                                                                                                                                                                                        RP40197
                                                                                                                                                                                                                                                             10.90
                                                                                                                                                                                                                                                             10.70
                                                                                                                                                                                                                                                             10.60
                                                                                                                                                                                                                                                             10.80
                                                                                                                                                                                                                                                             10.50
                                                                                                                                                                                                                                                             10.30
                                                                                                                                                                                                                                                             10.20
                                                                                                                                                                                                                                                             10.40
                                                                                                                                                                                                                                                             10.10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     BLAKESELY STREET
                                                                                                                                                                                                                                                                                                                                                                            .00
                                                                                                                                                                                                                                                                                                                                                                        19.090




                                                                                                                                                                                                                                                                                                                                                                                               9.80
                                                                                                                                                                                                                                                                                                                                                                                               9.70
                                                                                                                                                                                                                                                                                                                                                                                               9.60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 9.10
                                                                                                                                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                                                                                                                                                                          9.5


                                                                                                                                                                                                                                                                                                                                                                                                                                    0
                                                                                                                                                                                                                                                                                                                                                                                                                                 9.4



                                                                                                                                                                                                                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                                                                                                                                                                                                                         9.3



                                                                                                                                                                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                                                                                                                                                                9.2



                                                                                                                                                                                                                                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                                                                                                                                                                                                                                        9.1



                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        9.0



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 8.9



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 8.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                8.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       8.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              8.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              8.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                9.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              8.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                8.9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    THIS DRAWING IS BEST




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                8.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   VIEWED IN COLOUR AND
                                                                                                                                                                                                                                          10.60
                                                                                                                                                                                                                                          10.50
                                                                                                                                                                                                                                          10.30
                                                                                                                                                                                                                                          10.10
                                                                                                                                                                                                                                          10.40
                                                                                                                                                                                                                                          10.20
                                                                                                                                                                                                                                          10.00
                                                                                                                                                                                                                                           9.90
                                                                                                                                                                                                                                           9.80




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ON AN ELECTRONIC DEVICE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                8.7
                                                                                                                                                                                                                                                                                       9.70
                                                                                                                                                                                                                                                                                       9.60
                                                                                                                                                                                                                                                                                       9.50
                                                                                                                                                                                                                                                                                        9.40
                                                                                                                                                                                                                                                                                        9.30         0                                                                                                                                                                                                                                                                            PROJECT NORTH
                                                                                                                                                                                                                                                                                                 9.2                                                                                                                                                            8.60
                                                                                                                                                                                                                                                                                                                    0                                                                                                                                           8.50
                                                                                                                                                                                                                                                                                                               9.1                                                                                                                                              8.40
                                                                                                                                                                                                                                                                                                                                        0
                                                                                                                                                                                                                                                                                                                                     9.0
                                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                                                                   8.9                                                                                                           8.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                                                                                   0
                                                                                                                                                                                                                                                                                                                                                               8.8
                                                                                                                                                                                                                                                                                                                                                                                          0
                                                                                                                                                                                                                                                                                                                                                                                   8.7        8.60                                                              8.10
                                                                                                                                                                                                                                                                                                                                                                                              8.50                                                              8.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                8.10
                                                                                                                                                                       SITE WORKS AREA ENTRY AND EXIT.                                                                                                                                                                                                                                                                                                                                                                            DIMENSIONS IN METRES EXCEPT WHERE                                 A1 UNREDUCED
                                                                                                                                                                 SEDIMENT TRAP TO BE MAINTAINED AT ALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        J:\2023\23169\05_DRAWINGS\DRG\C0210.DWG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SHOWN OTHERWISE. CULVERT AND PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SIZES IN MILLIMETRES                                              A3 REDUCED
                                                                                                                                                                   TIMES AND RELOCATED AS REQUIRED TO
                                                                                                                                                                           SUIT CONSTRUCTION PHASING.                                                                                                                                                                                                                                                                                                                                                                             SCALES                                                UNREDUCED / REDUCED


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CHANGE THIS FIELD WHEN --->
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                5
                                                                                                                                                                                                                                                                                            DIYAN STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   APPLYING TO A NEW --->
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0      2      4    6     8        10 m         VIEWPORT (OBJECT) --->


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1:200 / 1:400

                                                                                                                                                                                                                                                                                                                                                 PLAN                                                                                                                                                                                                                             STATUS
                                                                                                                                                                                                                                                                                                                                                 SCALE 200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FOR APPROVAL
                                                                                                                                                                                               DWN       DES       CHK       APP                                                                                                                                                                                                CLIENT                                                                  PROJECT                                             SUBJECT                                                     PROJECT No.
    SCAN QR CODE TO
                                                                                     REV         DATE         DESCRIPTION
                                                                                                                                                                                                                                        ASSOCIATED CONSULTANTS                                             APPROVED                                  CHECKED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        11/04/2025 3:40:41 PM
                                                                                       C      10.04.25         ISSUE FOR OPERATIONAL WORKS APPROVAL                                            AR       KHN        SG       NR                                                                                                                                                                                                  QUEENSLAND VENUE                                                        120 POINCIANA AVE,                                  EROSION & SEDIMENT                                           23169
    CONFIRM CURRENT                                                                    B      04.02.25         IFC PART 1                                                                      AR       KHN        SG       NR
                                                                                                                                                                                                                                                                                                                                                                                                                                COMPANY PTY LTD                                                         TEWANTIN, QLD                                       CONTROL PHASE 1                                             DRAWING No.                          REVISION
    DRAWING REVISION                                                                   A      17.10.24         ISSUE FOR CO-ORDINATION                                                         AR       KHN        SG
    http://docs.bornhorstward.com.au/revision/                                                                                                                                                                                                                                                                                                                                                                                  ----                                                                    ----                                                                                                            C0210                                       C
                                                                                                                                                                                                                                                                                                         DATE 11/04/25                             DATE 11/04/25
COPYRIGHT © - This document is and shall remain the property of Bornhorst & Ward Pty. Ltd. The document may only be used for the purpose for which it was commissioned and in accordance with the terms of engagement. Unauthorised use of this document in any form whatsoever is prohibited.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0       10      20   30     40     50                                100              ORIGINAL SIZE A1