2196 - Engineering Plans

                                                                                                                                                                                                                                                                                                                                                                                   RL
                                                                                                                                                                                                                                                                                                                                                                                    37
                                                                                                                                                                                                                                                                                                                                                                                      .88
                                                                                                                                                                                         8
                                                                                                                                                                                         .8
                                                                                                                                                                                      37
                                                                                                                                                                                   RL
                                                                                                                                                                                                                                                                                                                                PROPOSED
                                                                                                                                                                                                                                                                                                                                 GARAGE
                                                                                                                                                                                                                                           PROPOSED
                                                                                                                                                                                                                                                                                                                                 FFL37.88
                                                                                                                                                                                                                                            GARAGE
                                                                                                                                                                                                                                            FFL37.88                                                                                                                                                                                         8
                                                                                                                                                                                                                                                                                                                                                                                                                                                 37.




                                                                                                                                             EXISTING LOT BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING LOT BOUNDARY
                                                                                                                                                                                                                                                                                                             RL




                                                                                                                                                                                                                                                                                                                                                       .81
                                                                                                                         37.6




                                                                                                                                                                                                                                                                                                               37




                                                                                                                                                                                                                                                                                                                                                     37
                                                                                                                                                                                                                                                                                                                  .83




                                                                                                                                                                                                                                                                                                                                                   RL
                                                                                                                                                                                                                                                                                                                               1.0




                                                                                                                                                                                                                                                                       .83
                                                                                                                                                                                                        RL
                                                                                                                                                                                                                                                                                                                                  %




                                                                                                                                                                                                                                                                     37
                                                                                                                                                                                                            37




                                                                                                                                                                                                                                                                   RL
                                                                                                                                                                                                               .81
                                                                                                                                                                                                                                                   %
                                                                                                                                                                                                                                               1.0
                                                                                                                                                                                                                                                                                                                                                     RL
                                                                                                                                                                                                                                                                                                                                                          37




                                                                                                                                                                                                               9
                                                                                                                                                                                                            8.7
                                                                                                                                                                                                                                                                                                                                                               .79




                                                                                                                                                                                                           3
                                                                                                                                                                                                        RL
                                                                                                                                                                                                             .81
                                                                                                                                                                                                                                                                                                                                                                                                                                         OPENING IN BASE OF




                                                                                                                                                                                                                                                                                                                                                    RL
                                                                                                                                                                                                          38
                                                                                                                                                                                                        RL




                                                                                                                                                                                                                                                                                                                                                      38
                                                                                                                                                                                                                                                                                                                                                                                                                                         WALL FOR OVERLAND




                                                                                                                                                                                                                                                                                               RL




                                                                                                                                                                                                                                                                                                                                                         .81
                                                                                                                                                                                                                                                                                                37
                                                                                                                                                                                                                                                   3.4                                                                                                                                                                                   FLOW TO BACKYARD




                                                                                                                                                                                                                                                                                                    .85
                                                                                                                                     37.8




                                                                                                                                                                                                                                                       %




                                                                                                                                                                                                                                                                                                                          %
                                                                                                                                                                                                                                                                                                                         3.4
                                                                                                            OPENING IN BASE OF
                                                                                                            WALL FOR OVERLAND
                                                                                                               FLOW TO STREET
                                                                                                                                                                                                                                                                                      38.0




                                                                                                                                                                                                                                                                                                                                                                        RL
                                                                                                                                                                                                                                                                                                                                                                         38
                                                                                                                                                                                                                                                                                                                                                                             .24
                                                                                                                                                                                               .75




                                                                                                                                                                                                                                                                                                                         RL
                                                                                                                                                                                                                                                       .09
                                                                                                                                                                                                                                                                                                                                                                                                                                         MATCH NEW FOOTPATH
                                                                                                                                                                                              37




                                                                                                                                                                                                                                                                                                                           38
                                                                                                                                                                                                                                                     38
                                                                                                                                                                                         RL




                                                                                                                                                                                                                                                                                                                               .09
                                                                                                                                                                                                                                                 RL


                                                                                                                                                                                                                                                                                                                                                                                                                                         NEATLY TO EXISTING
                                                                                                                                                                                                     EXISTING LOT BOUNDARY                                                                   6.0m
                                                                                                      MATCH NEW FOOTPATH
                                                                                                        NEATLY TO EXISTING
                                                                                                                                                                                                        1.5m




                                                                                                                                                                                                                                                                                                                                            1.5m
                                                                                                                                                                     1.0m




                                                                                                                                                                                                                                                                                                                                                                                                          1.2m
                                                                                                                                                                                                                                                                                                                                                                                                           TBM NAIL IN KERB
                                                                                                                      EXISTING KERB                                         2/ 100x150 RHS                            EXISTING KERB                                                                          EXISTING KERB                                       EXISTING KERB                             TOP (RL 38.08)
                                                                                                                             IL 37.75                                       KERB ADAPTORS                                    IL 37.80                                                                               IL 37.84                                            IL 37.98
                                                                                                                                                                                                                                                                                                                                                                                                   2/ 100x150 RHS
                                                                                                                                                                                                                                                                                                                REMOVE EXISTING CROSSOVER                                                          KERB ADAPTORS
                                                                                                                                                                                                                                          NEW DRIVEWAY TO BE                                                      AND RECONSTRUCT KERB TO
                                                                                                                                                                                                                                        CONSTRUCTED TO IPWEA                                                                MATCH EXISTING
                                                                                                               37.8                                                                                                                            RS-050 & RS-051

                                                                                                                                                                                                      MARGIT CRESCENT                                                                                 38.0
a:\2196-no. 6 margit cres, sunrise beach\acad civil opw\2196-opw.dwg




                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROJECT:                                 JOB NUMBER
                                                                       REV DATE DESCRIPTION                                     BY          CHKD DRAWN
                                                                                                                                                     I GDETAL
                                                                                                                                                            IS                                                                       SCALE                                                          APPROVED                                                                                                                                       PROPOSED DUAL OCCUPANCY DEVELOPMENT               2196
                                                                        A   04-04-23   FOR APPROVAL                             JL                 CL                                                                                                                                                                                                                                                                                              AT 6 MARGIT CRESCENT, SUNRISE BEACH
                                                                                                                                                                     DATUM                    AHD
                                                                                                                                                                                                        0            1.0             2.0             3.0           4.0               5.0m                                                                                                                                                          FOR SUNSHINE ENTERPRISES PTY LTD (QLD)   SHEET:    6   OF   10
                                                                                                                                                                     DESIGN                    JL
                                                                                                                                                                                                                                                                                                .................                                                                                                                                      DRAWING TITLE:                       DRAWING NUMBER      REV
                                                                                                                                                                     DRAWN                     JL
                                                                                                                                                                                                                                   SCALE 1:100 A3
                                                                                                                                                                     DESIGN CHECK
                                                                                                                                                                                                                                                                                               Director: CAMERON LANDRETH
                                                                                                                                                                                                                                                                                                                                                           p 07 5443 8285                                                                          DRIVEWAY DETAIL PLAN                         R06                 A
                                                                                                                                                                                              CL                                                                                                          (RPEQ 19358)
                                                                                                                                                                                                       This drawing is not to be copied or amended without written permission from                                                                         e [email protected] w www.barlowshelley.com.au
                                                                                                                                                                     DATE              MARCH 2023      Barlow Shelley Consulting Engineers                                                                                                                 a PO Box 899 Maroochydore 4558 ABN 89 215 591 077