Appendix B - Engineering Plans

  DRIVEWAY CONSTRUCTION
 INCLUDING CROSS OVER AND                                                                                                                                      .65




                                                                                          0
                                                                                       2.6
PROFILE IN ACCORDANCE WITH                                                                                                                                  L2       PROPOSED 1m HIGH BOUNDARY RETAINING WALL




                                                                                    RL
                                                                                                                                                        R
       RS-049 & RS050

                                                                                                                                                                             External concrete by builder       LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                   LTD




                                                                                                                     SC
                                                                                              SC                          SC




                                                                                                                                  0
                                                                                                                                                                UNIT 1




                                                                                                                               2.6
            Cut back existing footpath and




                                                                                                                          RL
        marry into new driveway crossover
                      as per RS49 & RS50
                                                                                                          2    .15




                                                                                                                     SC
         Maintain 1 in 40 cross fall across                                                          RL                                                       FFL 2.750
                 pathway zone (1.1m wide)                         RL




                                                                                         5
                                                                       1.5




                                                                                      1.8
                                                                          5




                                                                                    RL
                                                                                               KJ                         KJ


                                                                                                                                          SC




                                                                                    SC
                                                                               KJ
                                                             SC                               SC




                                                                                    SC
                                                                               KJ
            Internal tapers required for 6m                                                                                               SC
                      wide driveway at kerb

                                                                                               KJ                         KJ
                                                                           0
                                                                        1.6



                                                                                    RL
                                                                                      1.8
                                                                   RL




                                                                                         5
                                                                                                    RL
            Internal tapers required for 6m                                                              2.1
                                                                                                                                                              FFL 2.750




                                                                                                                     SC
                      wide driveway at kerb                                                                 5

                                                                                                                           RL
                                                                                                                                                        UNIT 2
                                                      PATH




                                                                                                                                2.6
                                                                                                                                      0
                                                G FOOT




                                                                                              SC                          SC
                                              EXISTIN




                                                                                                                     SC




                                                                                                                                               RL
                                                                                                                                                                        External concrete by builder




                                                                                                                                                2.6
                                                                                                                                                    5
                                                                                    RL




                                                                                                                                                                     PROPOSED 1m HIGH BOUNDARY RETAINING WALL
                                                                                      2.6
                                                                                         0




             SC - Indicates Saw Cut
             KJ - Indicates Key Joint




PROPOSED DRIVEWAY