Appendix B - OPW Application - 23 Grant St - 310117 · MCU17/0009

                                                                                     125 DRIVEWAY SLAB                 INDICATES TOOLED      DRIVEWAY SLAB EXTENDS
                                                                                                                       JOINTS REFER DETAIL   UNDER GRATED DRAINS
                                                                                     25 MPa SL82 MESH                                        REFER DETAILS
                                                                                     TOP 50 COVER




                      2.27
                  RL 1




                                                                                                         t.j.




                                                                                                                t.j.




                                                                                                                                                                            t.j.




                                                                                                                                                                                                             t.j.
                                                                2.46
                                                            RL 1




                                                                                                                                                            t.j.
                                                                                                                                                                                                                   .750       8.71
                                                                                                                                                                                                             RL 1
                                                                                                                                                                                                                  8       RL 1
                                                                                                                                                                                        8.530        8.690
                                                  2.46                                                                                                                             RL 1         RL 1
                                              RL 1

                                                                                                                                                                     t.j.
                                   t.j.
                             2.20                    2.25
                         RL 1                 RL 1
                                                                           2.28
                                                                       RL 1




                                       t.j.
                                                            t.j.




                                          t.j.




                                       t.j.




                                2.15
                         RL 1                                                 2.28
                                                                       RL 1




APPROVED
S. RICHARDSON RPEQ 5835
      13/01/2017