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16-003302-4306

From the archive 16-003302- Stage 4&5.zip, inside Operational Works Application OPW17/0055. File date in the archive: 2017-02-10 15:27.

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                                                                PRELIMINARY PAVEMENT DESIGN
                                      SUBGRADE        TRAFFIC                                                                                              SURFACING                                                           SUB-BASE                          BLANKET                                                                                 TOTAL BOX
                   ROAD                                                       ROAD CLASS                                                                                                             BASE (mm)
                                         CBR           ESA'S                                                                                                  (mm)                                                               (mm)                              (mm)                                                                                    (mm)
                                                                                                                                                               150
           SEAHORSE DRIVE                 3*             -                                       INTERNAL                                                                                            150 (CBR45)                           -                        -                                                                                       300

            RAINBOW WAY                   3*             -                                       INTERNAL
                                                                                                                                                           CONCRETE
                                                                                                                                                               150
                                                                                                                                                                                                     150 (CBR45)                           -                        -                                                                                       300
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 * REFER BULK EARTHWORKS DRAWINGS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FOR FINISHED SURFACE LEVELS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  *
                                                                                                                                                           CONCRETE


       *           ASSUMED SUBGRADE CBR
       -           PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      9.00m




                                                                                                                                                                                                                                                                                                              INTERSECTION CLEARWATER DRIVE RL 103.200
       -           ACTUAL PAVEMENT DESIGNS WILL BE BASED ON TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   INTERSECTION CLEARWATER DRIVE RL 103.58
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.50m                   6.00m                  1.50m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  *                                                                                 *

                                                                                                 INTERSECTION THE PROMENADE RL 102.030
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               3.0%                                                    VARIES




                                                                                                                                                                                                                                                                             END OF CONSTRUCTION CH 146.250
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            3.0%                   3.0%        3.0%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  END OF CONSTRUCTION CH 146.250
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 INTERSECTION THE PROMENADE RL 101.501
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CONCRETE EDGE

                                                                START OF CONSTRUCTION CH 0.000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  THICKENING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          200mm THICK x 100mm                                         INDICATIVE DRAINAGE




                                                                                                                                                                                                                                                                                                                                                                                                                                         START OF CONSTRUCTION CH 0.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                INTERSECTION SURF WAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               WIDE. (TYPICAL)                     150mm CONCRETE SURFACE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CH 55.801 RL 102.065
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   AND PAVEMENT (TYPICAL)


                                                                                                                                                                            EXISTING SURFACE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TYPICAL SECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DESIGN SURFACE
                                                                                                                                                                            DESIGN SURFACE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SEAHORSE DRIVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING SURFACE                                                                                                                                                                                            SCALE (A1): 1:100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SCALE (A3): 1:200




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        9.50m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.50m                  6.00m                    2.00m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      *                                                                    VARIES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    *




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  IP CH 143.250 RL 103.518
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                3.0%         3.0%                              3.0%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3.0%




                                                                                                                                                                                                                                                                                                                                                                                                                                                              IP CH 4.000 RL 101.621




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                IP CH 55.801 RL 102.065
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CONCRETE EDGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  THICKENING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          200mm THICK x 100mm                                          INDICATIVE DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               WIDE. (TYPICAL)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    150mm CONCRETE SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    AND PAVEMENT (TYPICAL)


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          TYPICAL SECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           RAINBOW WAY
                                                                                                                                                                                                     0.800%                                                                                                                                                                                                                            3.000%                                                                                             0.856%                                                                                       1.662%                                     -3.000%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SCALE (A1): 1:100
                                     DATUM RL 91.0                                                                                                                                                                                                                                                                                                                                                DATUM RL 91.0                                                                                                                                                                                                                                                                                                                                                                                                                SCALE (A3): 1:200
                                                                     -0.602



                                                                                                                                          102.127 -0.841



                                                                                                                                                           102.287 -1.037



                                                                                                                                                                                    102.447 -1.042



                                                                                                                                                                                                         102.607 -0.942



                                                                                                                                                                                                                          102.767 -0.916



                                                                                                                                                                                                                                               102.927 -0.883



                                                                                                                                                                                                                                                                   103.097 -0.706
                                                                                                                                                                                                                                                                   103.679 -0.685




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         101.848 -0.238



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               102.019 -1.318


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    102.155 -1.388
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    102.224 -1.350


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 102.557 -0.666



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           102.889 -0.077
                                                                                                                                                                                                                                                                                                                                                                                                                                                      0.027
                                                                                                                                                                                                                                                                                                                                                                                                                                              101.675 0.027




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 103.221 0.507



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 103.533 0.320
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 103.483 0.208
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 103.679 0.021
                                     CUT (-) / FILL                                                                                                                                                                                                                                                                                                                                               CUT (-) / FILL

                                     LHS LIP LEVEL                                                                                                                                                                                                                                                                                                                                                LHS LIP LEVEL                                                                                                                                                                                                                                                                                                                                                                                               CONCRETE PAVEMENT DESIGN:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              150mm THICK 40MPa CONCRETE - BROOM FINISHED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SL82 MESH - 300mm OVERLAP - MIN. 50mm COVER
                                                                     101.876



                                                                                                                                          102.127



                                                                                                                                                           102.287



                                                                                                                                                                                    102.447



                                                                                                                                                                                                         102.607



                                                                                                                                                                                                                          102.767



                                                                                                                                                                                                                                               102.927



                                                                                                                                                                                                                                                                   103.571




                                                                                                                                                                                                                                                                                                                                                                                                                                              101.876
                                                                                                                                                                                                                                                                                                                                                                                                                                              101.620

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         101.848



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               102.019


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    102.155
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    102.224


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 102.557



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           102.889



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 103.221



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 103.571
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 103.518
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SAWCUT JOINT AT 6m CRS. EVERY THIRD JOINT TO BE
                                     RHS LIP LEVEL                                                                                                                                                                                                                                                                                                                                                RHS LIP LEVEL                                                                                                                                                                                                                                                                                                                                                                                               DOWELLED JOINT WITH 150mm CBR 45 BASE.
                                                                     101.877



                                                                                                                                          102.037



                                                                                                                                                           102.197



                                                                                                                                                                                    102.357



                                                                                                                                                                                                         102.517



                                                                                                                                                                                                                          102.677



                                                                                                                                                                                                                                               102.837



                                                                                                                                                                                                                                                                   102.997
                                                                                                                                                                                                                                                                   103.047




                                                                                                                                                                                                                                                                                                                                                                                                                                              101.501
                                                                                                                                                                                                                                                                                                                                                                                                                                              101.621

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         101.758



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               101.929


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    102.065
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    102.134


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 102.467



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           102.799



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 103.131



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 103.464
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 103.518
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 103.428
                                     DESIGN SURFACE                                                                                                                                                                                                                                                                                                                                               DESIGN SURFACE                                                                                                                                                                                                                                                                                                                                                                                             NOTE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             REFER DRG 16-003302-4300 FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CONTROL LINE HORIZONTAL SETOUT.
                                                                     102.480



                                                                                                                                          102.878



                                                                                                                                                           103.234



                                                                                                                                                                                    103.400



                                                                                                                                                                                                         103.459



                                                                                                                                                                                                                          103.594



                                                                                                                                                                                                                                               103.720



                                                                                                                                                                                                                                                                   103.704
                                                                                                                                                                                                                                                                   103.732




                                                                                                                                                                                                                                                                                                                                                                                                                                              101.475
                                                                                                                                                                                                                                                                                                                                                                                                                                              101.594

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         101.996



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               103.247


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    103.452
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    103.484


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 103.133



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           102.876



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 102.625



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 103.144
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 103.310
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 103.406
                                     EXISTING SURFACE                                                                                                                                                                                                                                                                                                                                             EXISTING SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              NOTE:
                                                                                                                                                                                                                          100.000



                                                                                                                                                                                                                                               120.000



                                                                                                                                                                                                                                                                   140.000
                                                                                                                                                                                                                                                                   146.250




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           100.000



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 120.000



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 140.000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 143.250
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 146.250
                                                                                                                                          20.000



                                                                                                                                                           40.000



                                                                                                                                                                                    60.000



                                                                                                                                                                                                         80.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         20.000



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               40.000


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    55.801
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    60.000


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 80.000
                                                                     0.000




                                                                                                                                                                                                                                                                                                                                                                                                                                              0.000
                                                                                                                                                                                                                                                                                                                                                                                                                                              4.000
                                     CHAINAGES                                                                                                                                                                                                                                                                                                                                                    CHAINAGES                                                                                                                                                                                                                                                                                                                                                                                                   REFER DRG 16-003302-4307 FOR LIPS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              INTERSECTION SETOUT AND LEVELS.


                                     HORIZONTAL CURVES                                                                                                                                                                                                                                                                                                                                            HORIZONTAL CURVES

                                                                                                                                         SEAHORSE DRIVE                                                                                                                                                                                                                                                                                                                                               RAINBOW WAY
                                                                                                                                         SCALE HORIZ 1:1000                                                                                                                                                                                                                                                                                                                                             SCALE HORIZ 1:1000
                                                                                                                                         SCALE VERT 1:100                                                                                                                                                                                                                                                                                                                                               SCALE VERT 1:100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       N.S.C. REF NO. MCU15/0111 & REC15/0031
REVISION    DATE    ISSUE DETAILS                                                                                                                                           DRAWN      DESIGN               DRAWN         STATUS                                                                                                                                     SCALE                                                   CLIENT                                                                                                                                                                                                                                                                                                                                          PROJECT                                                 DRAWING TITLE


   A       30.01.17 ORIGINAL ISSUE                                                                                                                                           NA              BF                                                                 FOR APPROVAL                                                                                           1:1000   10   0   10      20      30   40   50   A1            PALM LAKE WORKS PTY LTD                                                                                                                                                                                                                                                                                                                         PALM LAKE RESORT                                       LONGITUDINAL SECTION
   2                                                                                                                                                                                                                                                  NOT FOR CONSTRUCTION                                                                                             1:2000                                           A3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          STAGE 4 & 5
   3                                                                                                                                                                                                                                                                                                                                                                                      HORIZONTAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             & DETAILS SHEET 5 OF 5
   4                                                                                                                                                                                                        DESIGN        APPROVED                                                                                                                                      1:100   2    1   0               2         4    A1                                                                                                                                                                                                                                                                                                                                                      19 TRADING POST ROAD - COOROY
   5                                                                                                                                                                                                                      ANDREW McPHAIL                                                       RPEQ 6921                                                                1:200                                           A3                                                                                                                                                                                                                                                                                                                                                                                                           PROJECT No.                  DRAWING No.           REVISION
   6                                                                                                                                                                                                                                                                                                                                                                                          VERTICAL                                                                                                                                                                                                                                                                                                                                                                       DISCLAIMER
   7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  C 2015                    www.calibreconsulting.co                                                                                         CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT
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Section 2

SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     16-003302
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO                                4306               A
   8                                                                                                                                                                                                                      FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD

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