130814 Permissible Change Request Final · MCU14/0073

                                                                                                                                                                                                                                                                                                                                                                                                                      LEGEND

                                                                                                                                                                                                                                                                                                                                                                                                                               EXISTING BUILDING

                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED DEVELOPMENT AREA
                                                                                                                                                                                                                                                                                                                                                                                                                               - SUBJECT SITE


                                                                                                                                                                                                                                                                                                                                                                                                                               EXISTING WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                               EXISTING SEWAGE TREATMENT SYSTEM LOCATION

                                                                                                                                                                                                                            EXISTING BUILDING                                                                                                                                                                                  PROPOSED SEWAGE TREATMENT SYSTEM LOCATION
                                                                                                                                                                                                                                                                                                                                                                                                                               EXISTING STORMWATER
                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED STORMWATER
                96.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                             95.50
                                                           95
                                                                                        EXISTING BUILDING TO
                                        .50




                                                              .50
                                  PP


                                       95




                                                                                            BE DEMOLISHED
96.00
                                                            95.50




                                                                                            PROPOSED                                    PROPOSED
        95.50
                                                                                         VISITOR PARKING                                OFFICES; REFER TO
                                              EXISTING WATER
                                                                                                                                        ARCHITECT DWG
                                                CONNECTION
                                                                          EXISTING FH

                                                                                           EXISTING SV
                                                                                                                                                                                                                    EXISTING BUILDING

                        95.
                           00    EXISTING
                                WATER MAIN
                                                                                                                                                    INTERNAL HYDRAULIC;REFER
                                                                     95
                                                                      .0




                                                                                                                                                      TO HYDRAULIC DRAWINGS
                                                                        0
                                              LA




                                                                                                                                                                                                                                                                                                                                                                                                                                     50
                                                                                          EXISTING SEWAGE                                              FOR INTERNAL SERVICE




                                                                                                                                                                                                                                                                                                                                                                                                                                    95.
                                               K




                                                                                       TREATMENT SYSTEM TO BE
                                                   E




                                                                                             RE-LOCATED
                                                    M
                                                       AC




                                                                                                                                            95.50




                                                                                                                                                                                                                                                                                                                                                                                              EXISTING CONCRETE
                                                            D
                                                              O
                                                                    N
                                                                     AL




                                                                                                                                                                                                                             95.50
                                                                      D




                                                   94.50
                                                                                                                                      SEWAGE TREATMENT SYSTEM
                                                                                           94.00




                                                                                                                                                                                                                               EXISTING CONCRETE
                                                                            D




                                                                                                                                           NEW LOCATION
                                                                            R




                                                                                                                                                                                                                                                                     EXISTING EDGE OF CONCRETE
                                                                                IV




                                                                                                                                                                                                                                                     >           >     >          >          >                       >            >              >
                                                                                                                                                                                                                                              >
                                                                                                                                                                                                            BUS BAY
                                                                                   E




                                                                                                                           94.00        95.00                                               >
                                                                                                                                                                                                                                                                                                                                                                                                       .50
                                                                                                                                                                                                                                 >
                                                                                                                                                                                                        >       >                                                                                      95                                                                                         95
                                                                                                                                                                                                                                                                                                            .5                                                                                                                                                              95.00
                                                                                                                                                                                                                                                                                                                 0
                                                              ENTRY                                                                                             94
                                                                                                                                                                  .5
                                                                                                                                                                     0
                                                                                                                 93
                                                                                                          .0
                                                                                                             0
                                                                                                                                                                         93.00                                               95.00                                                                                                                                                                                   EXISTING STAFF PARKING
                                                                                                                                                                                                                    94.0                                                                                                     95.00
                                                                                                                                                                                                                                                                                                                                                                                                95.00                                                                                                      .50
                                                                                                                                             00 .5
                                                                                                                                                   0
                                                                                                                                                                                                                        0                                                                          94.00                                                                                                                                                                                                 93
                                                                                                                                           4. 94
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              93.0
                                                                                                                                                       9
                                                                                                                                                                                                                                                         93.00
                                                                                                                                        EFFLUENT DISCHARGE TO                                                                                                                                                                 92.00                        93.00
                                                                                                                                                                                                    93.00                                    CREEK                                                                                                                                                                                                                    .00
                                                                                                                                        EXISTING IRRIGATION FIELD;                                                                                                                                                                                                                                                                                               94
                                                                            EXISTING                                                       REFER TO HYDRAULIC                                                                        94.00                                  93.00
                                                                                                                                         DRAWINGS FOR DETAILS                                       EXISTING
                                                                                                                                                                                                     BRIDGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      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




                                                                                                                                                                                                                                                                                                                                                                   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:    8   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                                                                                                                                                                                                   R08
                                                                                                                      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