16-003302-3302(A)

98.972                     99.062                                                   0.709
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.732%




                                                                                                                                                                                                                                                                                                                                                                      147.702         98.268                    98.971                     99.061                                                   0.703
                                                                                                                                                                                                                                                                                                                                                                      150.388         98.300                    98.994                     99.084                                                   0.694
                                                                                                                                                                                                                                                                                                                                                                      160.000         98.390                    99.161                     99.251                                           99.251 0.771




                                                                                                                                                                                            CLIENT
                                                                                                                                                                                                                                                                                                                                                                      164.090         98.405                    99.231                     99.321                                           99.321 0.826                                                                                                                                IP CH 171.590 RL 99.361
                                                                                                                                                                                                                                                                                                                                                                      170.098         98.428                    99.356                     99.446                                           99.446 0.929
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          VC 15.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          (R863.5)




                                                                                                                                                                                                                                                                                                                                                                      171.590         98.438                    99.394                     99.484                                           99.484 0.956




                                                                                                                                                                                                                                                                                                                               R-11.000
                                                                                                                                                                                                                                                                                                                                                                      179.090         98.679                    99.622                     99.712                                           99.712 0.943
                                                                                                                                                                                                                                                                                                                                                                      180.000         98.713                    99.653                     99.743                                           99.743 0.940
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3.469%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        NOTE:



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               NOTE:




                                                                                                                                                                                                                                                                                                                                                                      180.186         98.721                    99.660                     99.750                                           99.750 0.939
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DESIGN SURFACE




                                                                                                                                                                                                                                                                                                                                                                      182.500         98.811                    99.740                     99.830                                           99.830 0.929
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING SURFACE




                                                                                                                                                                                                                                                                                                                                                                      190.000         99.074                    99.974                     100.064                                          100.064 0.900                                                                                                                               IP CH 190.000 RL 100.000
                                                                                                                                                                                                                                                                                                                                                                      193.497         99.194                    100.065                    100.155                                          100.155 0.871
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          VC 15.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         (R1069.6)




                                                                                                                                                                                                                                                                                                                                                                      197.500         99.277                    100.155                                                                     100.245 0.878
                                                                                                                                                                                                                                                                                                                                                                      200.000         99.302                    100.200                                                                     100.290 0.898
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.067%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             REFER DRG 3304 FOR LIPS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LINE HORIZONTAL SETOUT.




                                                                                                                                                         PALM LAKE WORKS PTY LTD
                                                                                                                                                                                                                                                                                                                                                                      205.000         99.360                    100.253                                                                     100.343 0.892                                                                                                                               IP CH 205.000 RL 100.310
                                                                                                                                                                                                                                                                                                                               R-11.125


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       HP CH 207.610 RL 100.259
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           REFER DRG 3300 FOR CONTROL




                                                                                                                                                                                                                                                                                                                                                                      207.610         99.392                    100.259                                                                     100.349 0.868
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         VC 15.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         (R489.2)




                                                                                                                                                                                                                                                                                                                                                                      209.191         99.410                    100.257                                                                     100.347 0.847
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             INTERSECTION SETOUT AND LEVELS.




                                                                                                                                                                                                                                                                                                                                                                      212.500         99.479                    100.235                                                                             0.756
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  -1.000%




                                                                                                                                                                                                                                                                                                                                                                      217.502         99.589                    100.185                                                                                                        0.596
                                                                                                                                                                                                                                                                                                                                                                      220.000         99.644                    100.167                                                                                                        0.523                                                                                                                                                                                                                                                                               LP CH 222.002 RL 100.163
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DOWELLED JOINT WITH 150mm CBR 45 BASE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CONCRETE PAVEMENT DESIGN:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        IP CH 222.002 RL 100.140                                                                                                                                                       INTERSECTION CARAVAN AISLE
                                                                                                                                                                                                                                                                                                                                                                      222.002         99.688                    100.163                                                                                                        0.475




                 C 2015
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SL82 MESH - 300mm OVERLAP - MIN. 50mm COVER




                                                                                                                                                                                                                                                                                                                                                                      222.002         99.688                    100.163                                                                                                        0.475                                                                                                                                                                                                                                                                                   CH 222.257 RL 100.163
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      150mm THICK 40MPa CONCRETE - BROOM FINISHED




                                                                                                                                                                                                                                                                                                                                                                      226.502         99.776                    100.185                                                                                                        0.409                                                                                                                                                                                                                                                                               HP CH 229.371 RL 100.201
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SAWCUT JOINT AT 6m CRS. EVERY THIRD JOINT TO BE




                                                                                                                                                                                                                                                                                                                                                                      226.831         99.780                    100.188                                                                                                        0.409                                                                                                    IP CH 231.831 RL 100.238
                                                                                                                                                                                                                                                                                                                                                                      229.371         99.823                    100.201                                                                                                        0.378
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           VC 9.0 VC 10.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          (R450.1) (R254.0)




                                                                                                                                                                                                                                                                                                                                                                      231.831         99.873                    100.189                                                                                                        0.316
                                                                                                                                                                                                                                                                                                                                                                      236.831         99.951                    100.091                                                                                                        0.141                                                                                                    IP CH 239.252 RL 100.020
                                                                                                                                                                                                                                                                                                                                                                      239.252         99.987                    100.020                                                                                                        0.034                                                                                                                                                                                                                                                            END OF CONSTRUCTION CH 242.293
                                                                                                                                                                                                                                                                                                                                                                      240.000         99.998                    100.001                                                                                                        0.003                                                                                                                                                                                                                                                            INTERSECTION LOOP ROAD RL 99.940
                                                                                                                                                                                                                                                                                                                                                                      242.293         100.031                   99.940                                                                                                         -0.091
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.000% -2.937% -2.635%




                 www.calibreconsulting.co
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                *




                                                                                                                                                                                            PROJECT




                                                                             DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 *
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CONCRETE EDGE THICKENING -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              200mm THICKx100mm WIDE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               VARIES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING SLAB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             REFER DETAIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TYPE 'B'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             JOINT FILLING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CONCRETE EDGE THICKENING -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  200mm THICKx100mm WIDE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   *




                                                                                                                    STAGE 3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              VARIES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     4.00m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CLEANING AREA




                                                                                                                                                                                                                                                                                                                                                                                                                                    25mm
                                                                                                              PALM LAKE RESORT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            3.0%




                                                                                                                                                                                                                                                                                                                                                                                                                                    10mm
                                                                                                                                                                                                                                                                                                                                                                                                                                     5mm
               CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                             NTS




                                                                                                        19 TRADING POST ROAD - COOROY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           3.0%




               ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        6.00m




                                                                                                                                                                                                                                                                                                                                                                                                                                    12mm




                                                                                                                                                                                                                                                                                                                                                                    TYPE 'B'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SCALE (A3): 1:200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SCALE (A1): 1:100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SCALE (A3): 1:200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SCALE (A1): 1:100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               EQ                                                                                                       EQ
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   6.00m




                                                                                    PROJECT No.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           3.0%




                                                                                                                                                                                                                                                                                                                                             (JOINT SPACINGS <6m)




                                                                                                                                                                                            DRAWING TITLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TYPICAL SECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TYPICAL SECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 LOOP ROAD




                                                      16-003302
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           3.0%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FINISHED SURFACE LEVELS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   *




                                                                                                                                                                                                                                                                                                                                                                                                                                                            RDJ - RETROFIT DOWELLED JOINT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             VARIES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        150mm THICK CONCRETE




                                                                                                                                                                                                                                                                                                                                                                                                  BACKING ROD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             LOOP ROAD WITH CLEANING AREA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SURFACE AND PAVEMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DRILL & EPOXY DOWEL BARS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   200mm INTO EXISTING SLAB.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         LOOP ROAD - CONCRETE SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SUBSOIL DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           VARIES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 *




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      INDICATIVE DRAINAGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NEW SLAB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CAP & GREASE THIS END
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    REFER BULK EARTHWORKS DRAWINGS FOR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    150mm THICK CONCRETE




                                                                                                                                                                                                                                                                                                                                                                                                                 APPROVED SEALANT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CH 94.000 - CH 115.000 - CONCRETE SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SURFACE AND PAVEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SUBSOIL DRAINAGE




                                                                                    DRAWING No.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  INDICATIVE DRAINAGE




                                                      3302
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               *




                                                                                                                       & DETAILS SHEET 1 OF 2
                                                                                                                       LONGITUDINAL SECTION


                                                      A
                                                                                    REVISION
                                                                                                                                                                                                            N.S.C. REF NO. MCU15/0111 & REC15/0031