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17623-C100_[H]

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                                                                                                LEGEND                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TCOM




                                                                                                                                                                                                                                                                                                           SAIL STREET
                                                                                                                                                                                      @ = PROVIDE LEVEL PAD AT RL 1.5                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EX RL 1.530
                                                                                                                                                                                          FOR ELECTRICAL PILLARS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               WM

                                                                                                                                    NEW BOUNDARY                                                                                              EXISTING BOUNDARY
                                                                                                                                    NEW TOP OF EARTHWORKS                                                                                      EXISTING CONTOUR                                                                                                 WM
                                                                                                                                                                                                                                                                                                                                                             TPIT
                                                                                                                                    NEW INTERFACE                                                                                             NEW STORMWATER                                                                                                    WM                                                                                                                                     EROSION & SEDIMENT NOTES                                                                                                                                                                                                                                                                                                                 EX RL 1.500
                                                                                                X XXX XX XX XX                      NEW RETAINING WALL                                          S                                             NEW SEWERAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EROSION AND SEDIMENT CONTROL FENCE &




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   LAKE WEYBA DR
                                                                                                                                    ESC FENCE                                                   W                                             NEW WATER                                                                                                                                                                                                                                                OTHER ECS MEASURES TO BE REMOVED UPON                                                                                       #133
                                                                                                                                                                                                                                                                                                                                                             FH                                                                                                                                        THE COMPLETION OF OF THE FOLLOWING:                                                                                       8RP72504
                                                                                                                                    NEW EARTHWORKS                                    ALL SETOUT, SECTIONS AND ADDITIONAL DETAILS
                                                                                                   CUT                FILL
                                                                                                                                                                                      ARE FOUND ON ROADWORKS DETAILS DRAWING                                                                                                                                                                                                                                                                           BULK EARTHWORKS, TOPSOIL, HYDROMULCH,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              #25                      BUILDING PADS, AND BATTERS
                                                                                                                                                                                      EXISTING TREES ARE NOT SHOWN FOR DRAWING                                                                                                                                                                                                                                              9RP72504
                                                                                                                                                                                      CLARITY. ARBORIST TO CONFIRM EXISTING TREES
                                                                                                                                                                                      TO BE REMOVED AND TO REMAIN PRIOR TO ANY
                                                                                                                                                                                      CLEARING.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                FH
                                                                                                                                                                                                                                                                           WM
                                                                                                                                                                                                                                                                                                                                               PP                                                                                                                                                                                                                                                                               PROPOSED RETAINING WALL - REFER DRG NO C201
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SF           SF             SF            SF                        SF        SF              SF                      SF                    SF     X XX XXX XX XX XXX XX XX XXX XX XX XX XXX XX XX XXX XX                                                                          WM
                                                                                                                                                                                                                                                                                                                                                                                                                                         SF

                                                                                                                                                                                                                                                                                                                                                                                                                        SF
                                                                                                                                                                                                                                                                                                                                                                        LOT 1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0.5%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PASSING BAY                                                                                                                             DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                                                             SF                                                                                                    1.50                                                                                                                                                                                    1.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2.50
                                                                                                                                                                                                                                                                                    SF                                                                                                                                                                                                             1.00                                                                                     2.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      @
                                                                                                                                                                                                                                                                                                  SF                              SF                                   SF
                                                                                                                                                                                                                                                                                                                                               SF
                                                                                                                                                                                                                                                                      SF                                                                                                                                                                                                                                                                                                                                                                            VARIES 1 : 2 (MIN)                                                                                                                                                                           PR RL 1.500




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SF
                                                                                                                                                                                                                                                     SF                                                                                               1.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0.75
                                                                                                                                                                                                                                                                                                                                        1.75


                                                                                                                                                                                                                           SF
                                                                                                            MINOR CUT REQUIRED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SF
                                                                                                                                                                                                                                                                                                                              2.00                                                                                                                                                      COIR LOG INLET




                                                                                                                                                                                                                                                                                   1:4
                                                                                                            TO ACHIEVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.00
                                                                                                            ACCEPTABLE GRADES
                                                                                                                                                                                                                                                                                                     2.25                                                                                                                                                                                 PROTECTION
                                                                                                                                                                                                                                                                                         2.50
                                                                                                                                                                                                                                                                            2.75
                                                                                                                                                                                                              SF




                                                                                                                                                                                                                                                                                                                                                                                                                                                      1.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.25



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              USE NATURAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              LOW AREA AS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.50
                                                                                                                                                                                                                                                                                                                                                                                                                                               1.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                             0.5%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SEDIMENT TRAP                                                                                                                      1 : 100                                                                                      1:3
                                                                                                         FIRE TRAIL




                                                                                                                                                                                                              SF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1:4                                                                                                                                                                                                                                                                                               PR RL 1.43




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SF
                                                                                                                                                                                                                                                                                                                                                                                                                 1.25
                                                                                                                                                                                                                                                                                                                                                                                            1:4                                                                                                                                                                                                                                                                                                                                                                              TCOM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       LOT 2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          2.00
                                                                                                                                                                                                                                              2.50




                                                                                                                                                                                                                                                                                                                                                                                                          1.50
                                                                                                                                                                                                                                                                                                 1 : 100
                                                                                                                                                                                                             SF



                                                                                                                                                                                                                                       2.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SF
                                                                                                                                                                                                                                                                                                                                                                                                   1.75
                                                                                                                                                                                                                                2.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.50
                                                                                                                                                                                                                                                                                                                                                                                            2.00
                                                                                                                                                                                                                         1.75




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BUILDING PAD
                                                                                                                                                                                                     SF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             LB                              PP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1:2
                                                                                                                                                                                                                  1.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             LB




                                                                                                                                                                                                                                                                                                                                                                                     2.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                              PASSING BAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0.80




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXIST U/G 35Ø TELSTRA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PR RL 1.22




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXIST U/G 100Ø WATER
                                                                                                                                                                                                           1.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1.00
                                                                                                                                                                                                                                                                                                                                                                                                                                        1.25
                                                                                                                                                                                                                                                                                                                                                                                                                                        1.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  110Ø EXIST U/G VACUUM SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SF                   SF                  SF                  SF                  SF                                                     SF
                                                                                                                                                                                           SF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SF




                                                                                                                                                                                                                                                                                                                                                                              2.50
                                                                                                                                                                                                                                                          BUILDING PAD
                                                                                                                                                                                                    1.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EXIST O/H POWER
                                                                                                                                                                                                                          1:4                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0.61

                                                                                                                                                                                                                                                                                                 2.50                                                                                                                                                                                                                                                          EXISTING BUILDING FOOTPRINT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EROSION & SEDIMENT CONTROL
                                                                                                                                                                                                                                                                1:4




                                                                                                                                                                                                                                                                                                                     2.25
                                                                                                                                                                                                                                                                                                                                 2.00                                                                                                                                                                                                                                                                                                                 FENCE
                                                                                                                                                                                                                                                                                                                                        1.75
                                                                                                                                                                                                                                                                                            SF                           SF                    1.50
                                                                                                                                                                                                                                                                           SF                                                            SF
                                                                                                                                                                                                                                                                                                                                                             1.25
                                                                                                                                                                                                           SF                                              SF                                                                                                          1.00                                                              1:4                                      1:4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      LOT 3
                                                                                                                                                                                                                                              SF
                                                                                                                                                                                                                                                                                                                                                                                                      SF
                                                                                                                                                                                                                                                                                                                                                    SF                      SF                                               SF                                                                                                                                                                                                                                                                                                                                                                                                                                               PR RL 0.99
                                                                                                                                                                                                                                                                 EROSION & SEDIMENT CONTROL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   USE NATURAL
                                                                                                                                                                                                                                                                                      FENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   LOW AREA AS                                                                                                                                                                                                                                                                                                                                            350dia RCP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 IL 0.165




                                                                                                                                                                                                                                                                                                                                                                                                                                        1.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SEDIMENT TRAP
                                                                                                                                                                                                                                                                                                                                                                                                                                                             0.5%                                                                                                                                                                                                                                                                                                                                                                                                     SIGN




                                                                                                                                                                                                                                                                                                                                                                                                                                   SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SF             SF                      SF                   SF                   SF                   SF                   SF                    1.25
                                                                                                                                                                                                                                                                                                         FIRE TRAIL EASEMENT                                                                                                                                                                                                                                                                                                                                                1.50                                                    SF




                                                                                                                                                                                                                                                                                                                                                                                                                              SF
                                                                                                                                                                                        DEWATER EXISTING POND AND                                                                                REFER PLAN OF DEVELOPMENT                                                                                                                                                                                                                                                                                                                                  1.75




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1:4
                                                                                                                                                                                             USE AS SEDIMENT BASIN                                                                                                                                                                                                                                                                                                                                                                                                                      2.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2.25
                                                                                                                                                                                              DURING EARTHWORKS.                                                                                                                                                                                                                                                                                                                                                                                   2.50                                                                                                                                                                                                                                                                                     EX RL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.46
                                                                                                                                                                                          FILL UPON COMPLETION OF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.75
                                                                                                                                                                                                           WORKS                                                                                                                                                                                                             SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                              0.75




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.25
                                                                                                                                                                                                                                                                                                                                                                                                                                  SF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                      SF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SF
                                                                                                                                                                                                                                                                                                                               FIRE TRAIL
                                                                                                                                                                                                                                                          FILL REQUIRED                                                                                                                                                                                                          SF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.75
                                                                                                                                                                                                                                                          TO ACHIEVE ACCEPTABLE GRADES                                                                                                                                                                                                        SF                                                     1:4                                                                        1 : 100                                                                                           1:3                                                                                                                                              0.44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                
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Section 2

1.75




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SF
                                                                                                         WARNING                                                                                                                                                                 POND TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.25
                                                                                                                                                                                                                                                                                 BE FILLED                                                                                                                                                                    H
J:\2017\17623SD2_4_Lot_Subdivision_at_135_Lake_Weyba_Drive\4.CADD\#ACAD\17623_CIVIL_OPW.dwg




                                                                                                    OVERHEAD POWER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SF
                                                                                                  IN VICINITY OF WORKS
                                                                                                                                                                                                                                                                                                                                            FIRE TRAIL EASEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         LOT 4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.50
                                                                                                  LOOK UP & LIVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0.75
                                                                                                                                                                                                                                                                                                                                     REFER PLAN OF DEVELOPMENT

                                                                                                                         DIAL BEFORE                                                                                                                                                                                                                                                                                                                                                                                                                                             BUILDING PAD

                                                                                                                             YOU DIG                                                                                                                                                                                                                                                                                                                                                                                           SF                                                                                2.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          2.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1:2
                                                                                                                             www.1100.com.au                                                                                                                                                                                                                                                                                                                                                                                                                                                       1.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EROSION & SEDIMENT CONTROL                                    SF                                              1.50
                                                                                                   IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT                                                                                                                                                                                                                                                                                                                                                                                                                             1.25
                                                                                                   THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FENCE                                                                   1.00                                                                                                                                                                                                                       0                       2                         4      6                     8        10m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0.75                                                                                                                                                                                             TCOM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SF
                                                                                                   EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION.                                                                                                                                                                                                                                                                                                                                                                                                 SF             SF                      SF                   SF                   SF                 SF                  SF                          SF
                                                                                                   SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            WM 0.73 1:200 (A1)                                                                                         1:400 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0.70
                                                                                              COPYRIGHT ©                           H    16.05.23   FIRE TRAIL & LOT 3 SWD ADJUSTED (INC EMT)        DR              Associated Consultants                                     Client                                                                                                                                                                                      Drawn                    Verified                   Project                                                                                                     Drawing Title                                                                                                                                                      Scale                                                                      Sheet Size
                                                                                                                                    G    10.05.22   LAKE WEYBA DRIVE ROAD LEVELS                     DR                                                                                                                                                                                                                                                                     AR                       DR
                                                                                              This drawing is subject to
                                                                                              copyright in accordance with          F    17.03.22   DRIVEWAY RETAINING WALL                          DR
                                                                                                                                                                                                                                                                             WA GABARRIN & TO                                                                                                                                                                                                                                   135 LAKE WEYBA DRIVE                                                                                        EARTHWORKS,                      1 : 200    A1
                                                                                              the agreement between TOD                                                                                                                                                                                                                                                                                                                                                     Designed                 Verified
                                                                                              Consulting Pty Ltd (tc) and tc's      E    22.02.22   MINOR CHANGE APPLICATION 2.0                     DR                                                                      GABARRIN                                                                                                                                                                                       DR                       DR                         4 LOT SUBDIVISION                                                                                           EROSION AND SEDIMENT CONTROL Drawing Number
                                                                                              client. This drawing shall only       D    28.01.21   MINOR CHANGE APPLICATION                         DR
                                                                                              be used for this specific project.
                                                                                                                                    C    08.09.21   RE-ISSUED FOR OPW APPROVAL                       AR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Approved                 RPEQ No                    RP DESCRIPTION            LOT1 RP36729                                                                      PLAN                              17623-C100
                                                                                              This drawing shall not be used                                                                                                                                                                                                                                        Noosa: 07 5449 9600       Sunshine Coast: 07 5329 3190                                                  D. REYNOLDS              9072                       LOCAL AUTHORITY           NOOSA SHIRE COUNCIL
                                                                                                                                    B    22.07.21   RE-ISSUED FOR OPW APPROVAL                       AR                                                                                                                                                                                                                                                                                                                         MCU APPROVAL              -               HORIZ DATUM MGA94 Z56                                                                    0        10        20          30          40             50            60                                                                  Sheet                                                                       Revision
                                                                                              for construction until marked as                                                                                                                                                                                                                                                 PO Box 61, Noosaville, QLD 4566                                                              Signed
                                                                                                                                    A    05.05.21   ISSUED FOR OPW APPROVAL                          AR                                                                                                                                                             [email protected]     www.todconsulting.com                                                                                                       ROL APPROVAL              RAL17/0504      VERT DATUM AHD
                                                                                              'Issued For Construction' in the
                                                                                              revision description.                Rev    Date      Revision Description                            Drawn                                                                                                                                                                           ABN 39 128 805 336                                                                                                            16.05.23      OPW APPROVAL                              RL DATUM    (PSM 52593) 0.988                                                                MEASUREMENT BAR - INCREMENTS IN mm                                                                                                                                   3 of 6                                           H

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