130814 Permissible Change Request Final · MCU14/0073

                                                                                                                                                                                                                                                                                                                                                                                                         LEGEND

                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING BUILDING

                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED DEVELOPMENT AREA
                                                                                                                                                                                                                                                                                                                                                                                                                                 - SUBJECT SITE

                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING CONCRETE DRIVEWAY & CARPARKING

                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING LAKE MACDONALD DRIVE AND SITE ENTRY



                                                                                                                                                                                                                          EXISTING BUILDING




                                                                                      EXISTING BUILDING TO
                                                                                          BE DEMOLISHED
                96.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                       95.50
                                                             95
                                          .50




                                                                .50
                                    PP


                                         95




96.00
                                                              95.50




        95.50
                                                         EXISTING WATER
                                                           CONNECTION

                                                                                            EXISTING FH
                                                                                                                                                                                                                 EXISTING BUILDING
                                                                                                      EXISTINGSTORMWATER                                                                                                                                                                                                                                                                               EXISTING CONCRETE
                        95.
                           00   EXISTING WATER                                                                  PIT
                                       MAIN
                                                                       95
                                                                        .0
                                                                           0
                                                LA




                                                                                                                                                                                                                                                                                                                                                                                                                            50
                                                                                             EXISTING SEWAGE




                                                                                                                                                                                                                                                                                                                                                                                                                           95.
                                                 K




                                                                                             TREATMENT SYSTEM
                                                     E




                                                                                              TO BE RE-LOCATED
                                                      M
                                                         AC




                                                                                                                                           95.50
                                                              D
                                                                O
                                                                      N
                                                                       AL




                                                                                                                                                           EXISTING                                                         95.50
                                                                         D




                                                     94.50
                                                                                              94.00




                                                                                                                                                           BOLLARDS                                                                                                                                                                                                                                             EXISTING GARDEN
                                                                               D
                                                                               R




                                                                                                                                     RCP                                                                                                                    EXISTING EDGE OF CONCRETE
                                                                                   IV
                                                                                      E




                                                                                                                          94.00        95.00
                                                                                                                                                                                                                                                                                                                                                                                         .50
                                                                                                                                                                                                                                                                                                                                                                                    95
                                                                                                                                                                                      RCP                                                                                                 95
                                                                                                                                                                                                                                                                                               .5                                                                                                                                                                    95.00
                                                                                                                                                                                                                                                                                                    0
                                                 EXISTING ENTRY                                                                                                94
                                                                                                                                                                 .5                                                                  RCP                              RCP                                                RCP
                                                                                                                                                                   0                                                                                                                                                                                         EXISTING SHEDS
                                                                                             RCP             .0
                                                                                                                93                                                                                                                                                                                                                                                                                             EXISTING STAFF PARKING
                                                                                                                                                                                                                                                                                                                                                                                                                 (27 SPACES GRASS)
                                                                                                            0
                                                                                                                                                                       93.00                                                95.00
                                                                                                                                                                                                                  94.0                                                                                      95.00
                                                                                                                                            00 .5
                                                                                                                                                  0
                                                                                                                                                                                                                      0                                                               94.00                                                                                       95.00
                                                                                                                                          4. 94
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       93.0
                                                                                                                                                      9
                                                                                                                                                                                                                                                    93.00
                                                                                                                                        EX




                                                                                                                                                                                                                                                                                                                                           93.00
                                                                                                                               EX

                                                                                                                                          IST




                                                                                                                                                                                                                                                                                                             92.00
                                                                                                                                                                                                                                            CREEK                                                                                                                                                                                                             .00
                                                                                                                                 IST


                                                                                                                                              ING




                                                                                                                                                                                                   93.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                           94
                                                                                                                                    ING




                                                                               EXISTING
                                                                                                                                          BO




                                                                                                                                                                                                                                    94.00                        93.00
                                                                                                                                           TE




                                                                                                                                                                                                   EXISTING
                                                                                                                                             UN
                                                                                                                                              LS


                                                                                                                                                DA




                                                                                                                                                                                                    BRIDGE
                                                                                                                                                 TR


                                                                                                                                                   RY
                                                                                                                                                    A




                                                                                                                                                                                                                                                                                                                                                                                                                                                                00
                                                                                                                                                                                                                                                                                                                                                                          94.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                               92.
                                                                                                                                                                                                                                                                                    .00                                                 94.
                                                                                                                                                                                                                                                                                       93                                             00
                                                                                                                                                                                                                                                                                                                         92.0
                                                                                                                                                                                                                                                                                                                     0




                                                                                                                                                                                                                                                                                                                                                                                                               .00
                                                                                                                                                                                                                                                                                                                                           EXISTING                  EXISTING




                                                                                                                                                                                                                                                                                                                                                                                                              93




                                                                                                                                                                                                                                                                                                                                                                                                                                                      .00
                                                                                                                                                                                                                                                                                                                                            BRIDGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                     91
                                                                                                                                                                                                                                                                                                                                                                                         0
                                                                                                                                                                                                                                                                                                                                                                                  92.0


                                                                                                                                                                                                                                                                                                                                                                                                                   91.00                     91
                                                                                                                                                                                                                                                                                                                                                                                               92.50                                         91..00
                                                                                                                                                                                                                                                                                                                                                                                                                                                 50




                                                                                                                                                                                                                                                                                                                                                                                                               CAUTION -
                                                                                                                                                                                                                                                                                                                                               NOTE:                                                           EXISTING SERVICES THE CONTRACTOR IS TO DETERMINE THE EXACT
                                                                                                                                                                                                                                                                                                                                                   ALL LEVEL AND SURVEY INFORMATION                            LOCATION OF ALL EXISTING SERVICES IN THE VICINITY OF THE
                                                                                                                                                                                                                                                                                                                                                   SUPPLIED BY SKYLINE SURVEYORS                               PROPOSED WORKS PRIOR TO THE START OF ANY CONSTRUCTION.
                                                                                                                                                                                                                                                                                                                                                   PH: 07 54934877                                             THE COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE TO
                                                                                                                                                                                                                                                                                                                                                   LEVEL DATUM: AHD, PSM No.                                   EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR.

                                                                                                                                                                                                                                                                                                                                                   CLIENT:                                                                                                                       JOB NUMBER
 REV DATE DESCRIPTION                                    BY           CHKD                                                                            SCALE                                                     APPROVED                                                                                                                                                                                                                                                              1014
                                                                                                                                                                                                                                                                                                                                                   PROJECT:
                                                                                   DATUM                   AHD

                                                                                   DESIGN                  LN
                                                                                                                      0             7.5                   15           22.5         30             37.5m
                                                                                                                                                                                                              .................                                                                                                                                                                                                                                              SHEET:    2   OF   9


                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DRAWING NUMBER         REV
                                                                                                                                                                                                           Director: TONY SHELLEY                                                                                                                  DRAWING TITLE:
                                                                                   DRAWN                   LN                                         SCALE 1:750 A3                                             (RPEQ 7736)
                                                                                   DESIGN CHECK            TS
                                                                                                                                                                                                           DRAWING STATUS
                                                                                                                                                                                                                                                                07 54534494                                                                                                                                                                                                       R02
                                                                                                                     This drawing is not to be copied or amended without written permission from                                                                [email protected]                www.barlowshelley.com.au
                                                                                   DATE                   13-11-13   Barlow Shelley Consulting Engineers                                                         FOR APPROVAL                                   PO Box 432 Buderim 4556                 ABN 42 135 788 813