Original source · versioned page text
Appendix C - Amended Engineering Plans

Attached to the e-mail MCU17/0551 - Information Response - 20 Trading Post Rd Cooroy.
Very large file: it may take a few minutes
The original of this document is very large (14.6 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Original PDF page 60, section 2. The text section number identifies this passage in the reader.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
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




                                                                                                                                                                                                                                                                                                                                                                                                                25mm
                                                                                                                                                                                                                                                                                                                                                                                                                10mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CLEANING AREA




                                                                                                           PALM LAKE RESORT
                                                                                                                                                                                                                                                                                                                                                                                                                 5mm




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3.0%




                                                                                                                                                                                                                                                                                                                                                                                                                                          NTS




                                                                                                     19 TRADING POST ROAD - COOROY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 3.0%




                                                                                                                                                                                                                                                                                                                                                                                                                12mm




                                                                                                                                                                                                                                                                                                                                        TYPE 'B'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              6.00m




             CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
             ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
                                                                                                                                                                                                                                                                                                                 (JOINT SPACINGS <6m)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SCALE (A3): 1:200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SCALE (A1): 1:100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SCALE (A3): 1:200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SCALE (A1): 1:100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EQ                                                                                                EQ
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         6.00m




                                                                                  PROJECT No.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 3.0%




                                                                                                                                                                                    DRAWING TITLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TYPICAL SECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            TYPICAL SECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       LOOP ROAD




                                                      16-003302
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 3.0%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 FINISHED SURFACE LEVELS




                                                                                                                                                                                                                                                                                                                                                                BACKING ROD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         *




                                                                                                                                                                                                                                                                                                                                                                                                                                                         RDJ - RETROFIT DOWELLED JOINT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   VARIES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              150mm THICK CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   LOOP ROAD WITH CLEANING AREA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SURFACE AND PAVEMENT




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




                                                                                                                                                                                                                                                                                                                                                                                             APPROVED SEALANT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            INDICATIVE DRAINAGE




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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          150mm THICK CONCRETE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              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


                                                      1
                                                                                  REVISION
                                                                                                                                                                                                    N.S.C. REF NO. MCU15/0111 & REC15/0031
Appendix C - Amended Engineering Plans.pdf · 14.6 MB (very large file)
Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.
Sign in to NoosaWatch

Appendix C - Amended Engineering Plans

See the original

The supporting record

Source document

My Comparisons
