1486-R01-R01

                                                                                                                        EXISTING PROPERTY BOUNDARY                                                                                                                                                                         CAUTION
                                                                                                                                                                                                                                                                                                                          EXISTING TELSTRA
                                                                                                                                                                                                                                                                                                                               CABLES




                                                                                                                                                                                                                                                                                                                                                                                                         2
                                                                                                                                                                                                                                                                                                                                                                                                         -
                                                                2                                                                                                                                                                                                                                                                                                                                                      PROPERTY DESCRIPTION
                                                                   -
                                                                                                                                                                                                                                                                                                                                                                                                                       Lot 63 on SP52918




                                                                                                                                                        BUILDING OVER
                                                                                                                                                                                                                                                                                                                                                                                            EXISTING KERB &
                                                                                                                                                                                                                                                                                                                                                                                            CHANNEL                     LEGEND




                                                                                                                                                                                               ER
                                                                                                                                                                                                                                                                                                                                                                                                1




                                                                                                                                                                                           F OV
                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED DRIVEWAY
                                   BASEMENT                                                                                                                                                                                                                                                                                                                                                      -




                                                                                                                                                                                                                                                             ARY
                                                                                                                                                                                          ROO
                                   FFL 44.05                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED DRIVEWAY CROSS-OVER




                                                                                                                                                                                                                                                            UND
                                                                                                                                                                                                                                                        Y BO
                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED DRIVEWAY LEVELS




                                                                                                                                                                                                                                                         T
                                                                                                                                                                                                                                                      PER
                                                                   1
                                                                       -




                                                                                                                                                                                                                                                  PRO
                                                                                                                                                                                                                                                ING
                                                                                                                                                                                                                                                                                                                                                            PROPOSED DRIVEWAY CROSSOVER; IN




                                                                                                                                                                                                                                                  T
                                                                                                                                                                                                                                                                                                                                                              ACCORDANCE WITH COUNCIL STD




                                                                                                                                                                                                                                              EXIS
                                                                                                                                                                                                                                                                                                                                                                 DRAWING RS-051 & RS 049
                                                                                                                                                                                                                                                                                                                                                                                                                           LEGEND
                                                                                                                                                                                    DRIVEWAY LAYOUT PLAN
                                                                                                                                                                                                         1:100 (A3)                                                                                                                                                                                                                              EXISTING WATERMAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING STORMWATER
                                                                                                                                  0.409m                                                                                                                                                                                                                                                                                                         EXISTING SEWER
                                                                                                                                                2.322m                                                                               9.793m                                                                                   1.800m               1.500m               2.000m                                                                   EXISTING TELSTRA

                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING ELECTRICITY
                                                                                                                                                                                                                                                                                                  1.624m

                                                                                                                                                                                                                                                                                                                                     RL
                                                                                                                                                                                                                                                                                                                                       46              RL




                                                                                                                                                                                                                                                                                         EX BDY
                                                                                                                                                                                                                                                                                                          RL                             .97                             RL      R
                                                                                                                                                                                                                                                                                                            46                                             46              46 L46
                                                                                                                                                                                                                                                                    RL                                             .79                      5                .93             .77   .72
                                                                                                                                                                                                                                                                       4                                              6                             -1:40        8                            ALLAMBI RISE
                                                                                                                                                                                                                                                                           6.3                                                1:10                                   -1:9.25    7     7
                                                                                                                                                                                                                                                                                90



                                                                                                                                                                                                                                                                                                                                                                                             EXISTING KERB & CHANNEL
                                                                                                                                                                   RL                                                                                                   CONCRETE PAVEMENT                                                                                                    RECONSTRUCT TO IPWEAQ
                                                                                                                                                                     44                                     1:4                                                                                                                                                                              RS-049 CROSSOVER DETAIL
                                                                                                             RL RL4                                                       .34
                                                                                                               44      4                                                        8
                                                                                                                  .05 .050
                                                                       BASEMENT RL44.050                             0                        1:8



                                                                                                    1
                                                                                                    A                  DRIVEWAY LONGITUDINAL SECTION - SOUTHERN SIDE
                                                                                                  -
                                                                                                EW01                                                                                                      1:100 (A3)


                                                                                                                   0.884m
                                                                                                                            1.800m                                                                                         10.845m                                                                                          2.000m                 1.500m               2.031m
                                                                                                                                                                                                                                                                                               1.506m
                                                                                                                                                                                                                                                                                                                                     RL
                                                                                                                                                                                                                                                                                                   RL                                  46             RL                       RL
                                                                                                                                                                                                                                                                                                                                         .67             46                      46
                                                                                                                                                                                                                                                                                                     46




                                                                                                                                                                                                                                                                                      EX BDY
                                                                                                                                                                                                                                                                   RL                                   .47                                    5            .6                     .45
                                                                                                                                                                                                                                                                        46                                     6                                   -1:40 38           -1:12.36        6   ALLAMBI RISE
                                                                                                                                                                                                                                                                           .1                                                  1:10
                                                                                                                                                                                                                                                                             73



                                                                                                                                                                                                                       1:4.96                                                                                                                                                                 EXISTING KERB & CHANNEL
                                                                                                                                    RL
                                                                                                                                         44                                                                                                                                                                                                                                                   RECONSTRUCT TO IPWEAQ
                                                                                   RL               RL                                        .29                                                                                                                                                                                                                                             RS-049 CROSSOVER DETAIL
                                                                                        44              44                                          0
                                                                                          .05                .05                                                                                                                                 CONCRETE PAVEMENT
                                                          BASEMENT RL44.050                     0                  0              1:8




                                                                                                    A
                                                                                                    2                  DRIVEWAY LONGITUDINAL SECTION - NORTHERN SIDE
                                                                                                  -
                                                                                                EW01                                                                                                       1:100 (A3)
                                                                                                                                                                                                                                                                                                                                                                     PROJECT:                                                                                 JOB NUMBER
REV DATE DESCRIPTION                       BY       CHKD                                                                                       SCALE                                                         APPROVED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1486
 A   15-06-2020   ORIGINAL ISSUE               LN    CL
                                                            DATUM                   AHD                                                                                                                                                                                                                                                                                                                                                                 SHEET:      1   OF   1
                                                                                                             0              1.0                2.0                      3.0         4.0         5.0m
                                                            DESIGN                  LN                                                                                                                     .................                                                                                                                                                                                                                            DRAWING NUMBER           REV
                                                                                                                                                                                                                                                                                                                                                                     DRAWING TITLE:
                                                            DRAWN                   LN                                                                                                                 Director: CAMERON LANDRETH
                                                                                                                                          SCALE 1:100 A3
                                                            DESIGN CHECK            CL                                                                                                                        (RPEQ 19358)                                                           07 5443 8285
                                                                                                                                                                                                                                                                                                                                                                                                                                                              R01                A
                                                                                                                                                                                                                                                                                     [email protected]                www.barlowshelley.com.au
                                                                                                         This drawing is not to be copied or amended without written permission from
                                                            DATE                15 - 06 - 20             Barlow Shelley Consulting Engineers                                                                                                                                         PO Box 899, Maroochydore,4558 ABN 89 215 591 077