MCU15/0025 - Approved Plans

43
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .5 6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .00
                                                                                                                                                                                                                                       45                                                                                                                                                                                                                                                     42
                                                                                                                                                                                                                                            .7 9
                                                                                                                    47.00




                                                                                                                                                                                                                         46 . 00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                45
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .6 0

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      38
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .6 8

                                                                                                                                                                                                                                                                                                                                                               00                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                40
                                                                                                                                                                                                                                                                                                                                                                       43.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .5 4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               42
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .7 2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   38
                                                                                                                                           46.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .8 6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                45
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .6 3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 35
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      .9 4


             LEGEND
                                                                                                                                                                                                                                               00     .
                                                                                                                                                                                                                                                   44




              RL. 0.00       RELATIVE LEVEL 8.0m MAX.                                                                                                                                                                                                                                                                                                                                                                                                               NOTE: CONTOURS DEPICT NATURAL GROUND
                             ABOVE NATURAL GROUND LEVEL                                                                                                                                                                                                                                                                                                                                                                                                             LEVEL (ORIGINAL CONTOUR) IN ACCORDANCE
                                                                                                                                                                45.00




                             PROPOSED FINISHED LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              WITH THE NOOSA PLAN
                FL. 0.00     ABOVE NATURAL GROUND




 Notes:
 This detail survey has been compiled from measurements with both a Trimble Total Station and conventional steel tape.
 All underground services have only been plotted from located above ground features and actual location and positioning is subject to a service location.
 Boundaries have been approximated from minimal survey marks, no Identification Survey has been undertaken.


  MURRAY & ASSOCIATES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CLIENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Plan of                                                                                                                                                                                                                                                                                                                                ROBIN SPENCER ARCHITECTS
  ACN 075 543 154                                                                                                                    (QLD) PTY. LTD.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Detail survey of                                                                                                                                                                                         NOTES:                                                           LEVEL               FW                      DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           DATUM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     E. Charlson                  10.06.15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  18/11/2013
   C O N S U L T I N G                                     S U R V E Y O R S                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Lots 1, 2 and Common Property on GTP 141                                                                                                                                                                                             Contours by Survey (existing surface)                  PM44267
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                REVISIONS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               FB                      CHECKED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Contour interval is 0.25m                              RL 49.693 AHD D
  LAND & ENGINEERING SURVEYORS, PLANNERS        Established 1946                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           DRAWN               MAP REF.                FILE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EC                     9545-33112          52519 131119 EC
CABOOLTURE King St. Ph. (07)54951478 Fax. (07)54951729
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CADASTRAL SURVEYOR                                                                  POR                     LOCALITY
 NAMBOUR Currie St. Ph (07) 54412188 Fax. (07) 54412601                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                POR 28                   SUNSHINE BEACH
 EMERALD Egerton St. Ph. (07) 49875363 Fax. (07) 49822808                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SCALE                   JOB No
                                                                                                                                                                MURRAY
 GYMPIE Reef St. Ph. (07) 54821484 Fax. (07) 54828296
 ROMA Bowen St. Ph. (07) 46221666 Fax. (07) 46221666
                                                                                                                                                                     6859(<256                                                                                                                                                                                                                                                                                                                                                                                                        NO.                                                                            DESCRIPTION                                                            DATE                    INIT.                   PARISH:                                               WEYBA                                                                                       COUNTY:                                                             MARCH                                                                                                                                                             1:100              A1/ 52519_DTM